Dlubal Dev Docs For more detailed announcments click here (opens new window)
Jaroslav Broz announced in Announcments (opens new window)
I'm glad to announce you that we at Dlubal-Software (opens new window) release our documentation page. Follow the link Dlubal Dev Docs (opens new window)
Dlubal Dev Docs Much of our development involved testing on localhost i.e. RFEM and the Client side by side on one computer. Althought this is valid scenario we aimed from the beginning to enable Client to connect to remote PC. With the latest update (branch: OndrejMichal-remote_PC_connection) it is possible.
To make it easy here are some usefull tips:
If your project requires editing multiple models you can do it. There are 3 options to choose from:
Ad 1.
Model(True, "TestModel") <-- create new model
+Material(1,'S235') <-- assign material to TestModel
+Material(2,'S235') <-- assign material to TestModel
+Ad 2.
model1 = Model(True, 'TestModel1') <-- create new model
+Material(1,'S235') <-- assign material to TestModel1
+Material(2,'S235') <-- assign material to TestModel1
+
+model2 = Model(True, 'TestModel2') <-- create new model
+Material(3,'S275') <-- assign material to TestModel2
+
+Model(False, 'TestModel1') <-- switch
+Material(4,'S235') <-- assign material to TestModel1
+
+Model(False, 'TestModel2') <-- switch
+Material(5,'S275') <-- assign material to TestModel2
+Ad 3.
model1 = Model(True, 'TestModel1') <-- create new model
+Material(1,'S235', model = model1) <-- assign to TestModel1
+Material(2,'S235', model = model1) <-- assign to TestModel1
+
+model2 = Model(True, 'TestModel2') <-- create new model
+Material(3,'S275', model = model2) <-- assign to TestModel2
+
+Material(4,'S235', model = model1) <-- assign to TestModel1
+
+Material(5,'S275', model = model2) <-- assign to TestModel2
+Although RFEM Python Client is nice and shiny, without results it doesn't bring much fruit. This changes soon.
Right now there is option to get all of the results in concise HTML format via function ExportResultTablesToHtml() in Reports/html.py (opens new window). This comes handy when overall table report is needed containing tens or even hundreds of tables. See example here (opens new window).
But when the task is to optimize the structure or to get that one specific result, single table comes long way. For this we are bringing 258 functions to retrieve table for any combination of loading type, loading number, and object number. Summary tables are included. With this we will also prepare functions to get list of available parameters, maximums, and minimums. For more details look at the implementation at Results/resultTables.py (opens new window).
If there is a specific function you are missing, please use Discussions (opens new window) or Issues (opens new window) section to report it. Will be more than happy to discuss it.
BuildingStoriesForcesInSpandrels()
+BuildingStoriesForcesInShearWalls()
+BuildingStoriesCentresMassRigidity()
+BuildingStoriesInterstoryDrifts()
+BuildingStoriesStoryActions()
+CalculationDiagrams()
+CriticalLoadFactors()
+EfeectiveLengthsAndCriticalLoadsByEigenvector()
+EfeectiveLengthsAndCriticalLoadsByMember()
+EigenvectorsByMember()
+EigenvectorsByNode()
+EigenvectorsBySolid()
+EigenvectorsBySurface()
+Errors()
+LineHingesDeformations()
+LineHingesForces()
+LinesSlabWallConnections()
+LinesSupportForces()
+MembersByEigenvector()
+MembersContactForces()
+MembersGlobalDeformations()
+MembersHingeDeformations()
+MembersHingeForces()
+MembersInternalForces()
+MembersInternalForcesByMemberSet()
+MembersInternalForcesBySection()
+MembersLocalDeformations()
+MembersStrains()
+ModalAnalysisEffectiveModalMasses()
+ModalAnalysisMassesInLocations()
+ModalAnalysisMembersByModeShape()
+ModalAnalysisModeShapesByMember()
+ModalAnalysisModeShapesByNode()
+ModalAnalysisModeShapesBySolid()
+ModalAnalysisModeShapesBySurface()
+ModalAnalysisNaturalFrequencies()
+ModalAnalysisNodesByModeShape()
+ModalAnalysisParticipationFactors()
+ModalAnalysisSolidsByModeShape()
+ModalAnalysisSurfacesByModeShape()
+NodesByEigenvector()
+NodesDeformations()
+NodesSupportForces()
+SolidsBasicPlasticStrains()
+SolidsBasicStresses()
+SolidsBasicTotalStrains()
+SolidsByEigenvector()
+SolidsDeformations()
+SolidsEquivalentPlasticStrains()
+SolidsEquivalentStresses()
+SolidsEquivalentTotalStrains()
+SolidsGasQuantities()
+SolidsPrincipalPlasticStrains()
+SolidsPrincipalStresses()
+SolidsPrincipalTotalStrains()
+SpectralAnalysisBuildingStoriesCentresMassRigidity()
+SpectralAnalysisBuildingStoriesForcesInShearWalls()
+SpectralAnalysisBuildingStoriesForcesInSpandrels()
+SpectralAnalysisBuildingStoriesInterstoryDrifts()
+SpectralAnalysisBuildingStoriesStoryActions()
+SpectralAnalysisLineHingesDeformations()
+SpectralAnalysisLineHingesForces()
+SpectralAnalysisLinesSlabWallConnections()
+SpectralAnalysisLinesSupportForces()
+SpectralAnalysisMembersContactForces()
+SpectralAnalysisMembersGlobalDeformations()
+SpectralAnalysisMembersHingeDeformations()
+SpectralAnalysisMembersHingeForces()
+SpectralAnalysisMembersInternalForces()
+SpectralAnalysisMembersInternalForcesByMemberSet()
+SpectralAnalysisMembersInternalForcesBySection()
+SpectralAnalysisMembersLocalDeformations()
+SpectralAnalysisMembersStrains()
+SpectralAnalysisNodesDeformations()
+SpectralAnalysisNodesPseudoAccelerations()
+SpectralAnalysisNodesPseudoVelocities()
+SpectralAnalysisNodesSupportForces()
+SpectralAnalysisSolidsBasicStresses()
+SpectralAnalysisSolidsBasicTotalStrains()
+SpectralAnalysisSolidsDeformations()
+SpectralAnalysisSolidsEquivalentStresses()
+SpectralAnalysisSolidsEquivalentTotalStrains()
+SpectralAnalysisSolidsGasQuantities()
+SpectralAnalysisSolidsPrincipalStresses()
+SpectralAnalysisSolidsPrincipalTotalStrains()
+SpectralAnalysisSummary()
+SpectralAnalysisSurfacesBasicInternalForces()
+SpectralAnalysisSurfacesBasicStresses()
+SpectralAnalysisSurfacesBasicTotalStrains()
+SpectralAnalysisSurfacesContactStresses()
+SpectralAnalysisSurfacesDesignInternalForces()
+SpectralAnalysisSurfacesElasticStressComponents()
+SpectralAnalysisSurfacesEquivalentStressesBach()
+SpectralAnalysisSurfacesEquivalentStressesMises()
+SpectralAnalysisSurfacesEquivalentStressesRankine()
+SpectralAnalysisSurfacesEquivalentStressesTresca()
+SpectralAnalysisSurfacesEquivalentTotalStrainsBach()
+SpectralAnalysisSurfacesEquivalentTotalStrainsMises()
+SpectralAnalysisSurfacesEquivalentTotalStrainsRankine()
+SpectralAnalysisSurfacesEquivalentTotalStrainsTresca()
+SpectralAnalysisSurfacesGlobalDeformations()
+SpectralAnalysisSurfacesLocalDeformations()
+SpectralAnalysisSurfacesMaximumTotalStrains()
+SpectralAnalysisSurfacesPrincipalInternalForces()
+SpectralAnalysisSurfacesPrincipalStresses()
+SpectralAnalysisSurfacesPrincipalTotalStrains()
+StabilityIncrementalAnalysisBuildingStoriesCentresMassRigidity()
+StabilityIncrementalAnalysisBuildingStoriesForcesInShearWalls()
+StabilityIncrementalAnalysisBuildingStoriesForcesInSpandrels()
+StabilityIncrementalAnalysisBuildingStoriesInterstoryDrifts()
+StabilityIncrementalAnalysisBuildingStoriesStoryActions()
+StabilityIncrementalAnalysisCalculationDiagrams()
+StabilityIncrementalAnalysisLineHingesDeformations()
+StabilityIncrementalAnalysisLineHingesForces()
+StabilityIncrementalAnalysisLinesSlabWallConnections()
+StabilityIncrementalAnalysisLinesSupportForces()
+StabilityIncrementalAnalysisMembersContactForces()
+StabilityIncrementalAnalysisMembersGlobalDeformations()
+StabilityIncrementalAnalysisMembersHingeDeformations()
+StabilityIncrementalAnalysisMembersHingeForces()
+StabilityIncrementalAnalysisMembersInternalForces()
+StabilityIncrementalAnalysisMembersInternalForcesByMemberSet()
+StabilityIncrementalAnalysisMembersInternalForcesBySection()
+StabilityIncrementalAnalysisMembersLocalDeformations()
+StabilityIncrementalAnalysisMembersStrains()
+StabilityIncrementalAnalysisNodesDeformations()
+StabilityIncrementalAnalysisNodesSupportForces()
+StabilityIncrementalAnalysisSolidsBasicPlasticStrains()
+StabilityIncrementalAnalysisSolidsBasicStresses()
+StabilityIncrementalAnalysisSolidsBasicTotalStrains()
+StabilityIncrementalAnalysisSolidsDeformations()
+StabilityIncrementalAnalysisSolidsEquivalentPlasticStrains()
+StabilityIncrementalAnalysisSolidsEquivalentStresses()
+StabilityIncrementalAnalysisSolidsEquivalentTotalStrains()
+StabilityIncrementalAnalysisSolidsGasQuantities()
+StabilityIncrementalAnalysisSolidsPrincipalPlasticStrains()
+StabilityIncrementalAnalysisSolidsPrincipalStresses()
+StabilityIncrementalAnalysisSolidsPrincipalTotalStrains()
+StabilityIncrementalAnalysisSummary()
+StabilityIncrementalAnalysisSurfacesBasicInternalForces()
+StabilityIncrementalAnalysisSurfacesBasicPlasticStrains()
+StabilityIncrementalAnalysisSurfacesBasicStresses()
+StabilityIncrementalAnalysisSurfacesBasicTotalStrains()
+StabilityIncrementalAnalysisSurfacesContactStresses()
+StabilityIncrementalAnalysisSurfacesDesignInternalForces()
+StabilityIncrementalAnalysisSurfacesElasticStressComponents()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsBach()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsMises()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsTresca()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesBach()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesMises()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesTresca()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsBach()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsMises()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsTresca()
+StabilityIncrementalAnalysisSurfacesGlobalDeformations()
+StabilityIncrementalAnalysisSurfacesLocalDeformations()
+StabilityIncrementalAnalysisSurfacesMaximumPlasticStrains()
+StabilityIncrementalAnalysisSurfacesMaximumTotalStrains()
+StabilityIncrementalAnalysisSurfacesPrincipalInternalForces()
+StabilityIncrementalAnalysisSurfacesPrincipalPlasticStrains()
+StabilityIncrementalAnalysisSurfacesPrincipalStresses()
+StabilityIncrementalAnalysisSurfacesPrincipalTotalStrains()
+Summary()
+SurfacesBasicInternalForces()
+SurfacesBasicPlasticStrains()
+SurfacesBasicStresses()
+SurfacesBasicTotalStrains()
+SurfacesByEigenvector()
+SurfacesContactStresses()
+SurfacesDesignInternalForces()
+SurfacesElasticStressComponents()
+SurfacesEquivalentPlasticStrainsBach()
+SurfacesEquivalentPlasticStrainsMises()
+SurfacesEquivalentPlasticStrainsRankine()
+SurfacesEquivalentPlasticStrainsTresca()
+SurfacesEquivalentStressesBach()
+SurfacesEquivalentStressesMises()
+SurfacesEquivalentStressesRankine()
+SurfacesEquivalentStressesTresca()
+SurfacesEquivalentTotalStrainsBach()
+SurfacesEquivalentTotalStrainsMises()
+SurfacesEquivalentTotalStrainsRankine()
+SurfacesEquivalentTotalStrainsTresca()
+SurfacesGlobalDeformations()
+SurfacesLocalDeformations()
+SurfacesMaximumPlasticStrains()
+SurfacesMaximumTotalStrains()
+SurfacesPrincipalInternalForces()
+SurfacesPrincipalPlasticStrains()
+SurfacesPrincipalStresses()
+SurfacesPrincipalTotalStrains()
+TimeHistoryAnalysisBuildingStoriesCentresMassRigidity()
+TimeHistoryAnalysisBuildingStoriesForcesInShearWalls()
+TimeHistoryAnalysisBuildingStoriesForcesInSpandrels()
+TimeHistoryAnalysisBuildingStoriesInterstoryDrifts()
+TimeHistoryAnalysisBuildingStoriesStoryActions()
+TimeHistoryAnalysisLineHingesDeformations()
+TimeHistoryAnalysisLineHingesForces()
+TimeHistoryAnalysisLinesSlabWallConnections()
+TimeHistoryAnalysisLinesSupportForces()
+TimeHistoryAnalysisMembersContactForces()
+TimeHistoryAnalysisMembersGlobalDeformations()
+TimeHistoryAnalysisMembersHingeDeformations()
+TimeHistoryAnalysisMembersHingeForces()
+TimeHistoryAnalysisMembersInternalForces()
+TimeHistoryAnalysisMembersInternalForcesByMemberSet()
+TimeHistoryAnalysisMembersInternalForcesBySection()
+TimeHistoryAnalysisMembersLocalDeformations()
+TimeHistoryAnalysisMembersStrains()
+TimeHistoryAnalysisNodesAccelerations()
+TimeHistoryAnalysisNodesDeformations()
+TimeHistoryAnalysisNodesSupportForces()
+TimeHistoryAnalysisNodesVelocities()
+TimeHistoryAnalysisSolidsBasicPlasticStrains()
+TimeHistoryAnalysisSolidsBasicStresses()
+TimeHistoryAnalysisSolidsBasicTotalStrains()
+TimeHistoryAnalysisSolidsDeformations()
+TimeHistoryAnalysisSolidsEquivalentPlasticStrains()
+TimeHistoryAnalysisSolidsEquivalentStresses()
+TimeHistoryAnalysisSolidsEquivalentTotalStrains()
+TimeHistoryAnalysisSolidsGasQuantities()
+TimeHistoryAnalysisSolidsPrincipalPlasticStrains()
+TimeHistoryAnalysisSolidsPrincipalStresses()
+TimeHistoryAnalysisSolidsPrincipalTotalStrains()
+TimeHistoryAnalysisSummary()
+TimeHistoryAnalysisSurfacesBasicInternalForces()
+TimeHistoryAnalysisSurfacesBasicPlasticStrains()
+TimeHistoryAnalysisSurfacesBasicStresses()
+TimeHistoryAnalysisSurfacesBasicTotalStrains()
+TimeHistoryAnalysisSurfacesContactStresses()
+TimeHistoryAnalysisSurfacesDesignInternalForces()
+TimeHistoryAnalysisSurfacesElasticStressComponents()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsBach()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsMises()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsRankine()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsTresca()
+TimeHistoryAnalysisSurfacesEquivalentStressesBach()
+TimeHistoryAnalysisSurfacesEquivalentStressesMises()
+TimeHistoryAnalysisSurfacesEquivalentStressesRankine()
+TimeHistoryAnalysisSurfacesEquivalentStressesTresca()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsBach()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsMises()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsRankine()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsTresca()
+TimeHistoryAnalysisSurfacesGlobalDeformations()
+TimeHistoryAnalysisSurfacesLocalDeformations()
+TimeHistoryAnalysisSurfacesMaximumPlasticStrains()
+TimeHistoryAnalysisSurfacesMaximumTotalStrains()
+TimeHistoryAnalysisSurfacesPrincipalInternalForces()
+TimeHistoryAnalysisSurfacesPrincipalPlasticStrains()
+TimeHistoryAnalysisSurfacesPrincipalStresses()
+TimeHistoryAnalysisSurfacesPrincipalTotalStrains()
+HasAnyResults()
+HasResults()
+To query the model you start with initializing the connection. This can be done via Model(False, "model_name"). Then use any getter you need to retrieve the data. Our unit tests (RFEM_Python_Client/UnitTests/) are good examples of setting values and getting them back for checking correctness. But in the tests we use currently available (active) model, that is why you see just Model() there.
If you want to see all currently available web service model functions and types just print(Model.clientModel). This is the easiest way SUDS module shows everything it recognizes. Even easier is to look at methods and types for model (opens new window) and application (opens new window) in our Wiki, but it can be outdated with the new development, meaning new functions will be added.
Whole example:
from suds.client import Client
+import sys
+
+client = Client('http://localhost:8081/wsdl')
+# printout all application functions and types
+print(client)
+modelLst = client.service.get_model_list()
+new = client.service.get_active_model()+'wsdl'
+model = Client(new)
+# printout all model functions and types
+print(model)
+When working with the client, user can often face the task to set attributes which are not found in object parameters. For this purpose params were introduced to every object. It is optional parameter in form of a dictionary where key is the name of the parameter found in WSDL (see How to query the model (opens new window) or model (opens new window) and application (opens new window) methods). Because it is set as the end of the routine, it can also override any parameters set previously.
First, print the object of your interest on the command line using a script like this:
from suds.client import Client
+
+client = Client('http://localhost:8081/wsdl')
+new = client.service.get_active_model()+'wsdl'
+model = Client(new)
+
+print(model.service.get_nodal_support(1))
+You will get full description of Nodal Support no.1. From this you can figure out the structure of the object and create whole new object with parameters and nested objects. For example, if you want to descibe support condition in X direction via diagram, focus on these parameters:
diagram_along_x_end = "DIAGRAM_ENDING_TYPE_CONTINUOUS"
+diagram_along_x_is_sorted = True
+diagram_along_x_start = "DIAGRAM_ENDING_TYPE_CONTINUOUS"
+diagram_along_x_symmetric = True
+diagram_along_x_table =
+ (array_of_nodal_support_diagram_along_x_table){
+ nodal_support_diagram_along_x_table[] =
+ (nodal_support_diagram_along_x_table_row){
+ no = 1
+ description = None
+ row =
+ (nodal_support_diagram_along_x_table){
+ displacement = -0.0001
+ force = -200000000.0
+ spring = 3900000000000.0
+ note = None
+ }
+ },
+ (nodal_support_diagram_along_x_table_row){
+ no = 2
+ description = None
+ row =
+ (nodal_support_diagram_along_x_table){
+ displacement = -5e-05
+ force = -5000000.0
+ spring = 100000000000.0
+ note = None
+ }
+ },
+ }
+You can then write:
NodalSupport(..., params = {'diagram_along_x_end':"DIAGRAM_ENDING_TYPE_CONTINUOUS"})
+To define something like diagram_along_x_table nested structure must be properly populated:
diagram_along_x = model.clientModel.factory.create('ns0:response_spectrum.user_defined_response_spectrum')
+for i,j in enumerate(nodal_support_diagrams):
+ ns = model.clientModel.factory.create('ns0:nodal_support_diagram_along_x_table_row')
+ ns.no = i+1
+ ns.row.displacement= user_defined_spectrum[i][0]
+ rsp.row.force= user_defined_spectrum[i][1]
+ ns.row.force= user_defined_spectrum[i][2]
+
+ diagram_along_x.nodal_support_diagram_along_x_table.append(ns)
+
+NodalSupport(..., params = {'diagram_along_x_end':"DIAGRAM_ENDING_TYPE_CONTINUOUS", 'diagram_along_x_table' : diagram_along_x})
+This is the process we use to develop this library, so if you're looking for something similar, many instances can be found throughout the project.
You journey with our RFEM Python Client should start here especially if you are beginner or intermediate when it comes to Python scripting. Here we describe the basic structure, syntax and commands.
If you want to skip this step by step guide just take a look at our examples. These will provide everything needed. Feel free to reuse any part that holds value to your task.
The client structure is designed to allow the simplest possible setting of objects and their parameters very much simmilar to RFEM both in structure and parameters. Start with creating the model. Then any RFEM object and type can be set. When everything is set the model can be calculated, exported or saved. I would not recommend to create optimization tasks because this can be done with better efficiency via Optimization and Cost Add-on.
First start with import of relevat modules.
from RFEM.initModel import Model
+from RFEM.BasicObjects.material import Material
+from RFEM.BasicObjects.line import Line
+Add boilerplate code that protects users from accidentally invoking the script when they didn't intend to.
if __name__ == '__main__':
+Then you need to create a model. Here it's as simple as in RFEM, just enter True if you're creating a new model and model name. For starters, I might add that we omit the standard indent here.
Model(True, 'MyModel')
+Now follows all objects and types you want to set in RFEM. If you want to use the default object type than just object is sufficient (see Material bellow) or put object, than dot (.) and then put type of object. Every object and type of object has method with default parameters to describe what to put where to sucessfully create it. To make it even easier the default parameters enable to specify any parameter disregarding its possition with the name of the parameter followed by '=' and value.
Material(1, 'S235')
+Line.Arc(1, [10,0,0], 3, comment='my first arc')
+We have whole GitHub documentation page (opens new window), where you can find all of our Python classes and methods together with description. These are here to make it easy and organized. However if you consider yourself experienced enough to work directly with Web Service functions or just looking for that specific one, then you'll appreciate our two Wiki pages summarizing all accesible application (opens new window) and model (opens new window) functions.
Here we would like to address some questions and issues regarding performance that came up during the development. These informations are suitable for experienced developers and curious users.
We use SOAP package called SUDS to be able to communicate with RFEM. This was chosen for many good reasons. Believe that we saw the Zeep and SUDS is simply better for our usage. The SUDS makes new connection with any request and terminates it immediately. That leeds to poor performance and the connection is apparent by RFEM 'flickering' going from locked(*) state to unlocked many times over.
To shorten the response the first step is to create persistent conection. SUDS enable us to create such connection by using requests (opens new window) and suds_requests (opens new window)(**). Connection pool in HTTPAdapter is set to 1, then mounted to session and as RequestsTransport object passed to SUDS Client (used to access the model) as transport parameter. +This speeds up the proces 3 times. You can find the implementation in RFEM\initModel.py (opens new window).
You may be familiar with the concept of asynchronous execution and well known libraries asyncio (opens new window) and aiohttp (opens new window). Those should enable to create async loop and send the requests to server as quickly as possible. All in one connection, using one thread, just awaiting the callbacks. Which is exactly the thing that slows the execution. Don't get us wrong, we tried to implement it, but neither asyncio or async-suds (SUDS based on asyncio) wants to work here. To add to the trouble, we think that it is not much usefull feature. Large number of the executions are order dependent anyway. RFEM can't create line if there is one point missing. So if the order is the same but client doesn't have to wait for individual responces, it could be utilized. Anyway, if you know how to speedup the process, any contributions are welcomed.
(*) The application is locked to avoid ambiguity during connection.
(**) Author: Jason Michalski, email: armooo@armooo.net
To obtain this list just execute print(client).
Usage: client.service.get_active_model()
Methods (30):
close_application()
+close_model(xs:int index, xs:boolean save_changes)
+delete_project(xs:string project_path)
+get_active_model()
+get_conversion_tables()
+get_current_project()
+get_detailed_logging()
+get_information()
+get_list_of_existing_projects()
+get_list_of_existing_templates()
+get_model(xs:int index)
+get_model_list()
+get_project(xs:string project_path)
+get_saf_settings()
+get_session_id()
+get_settings_program_language()
+get_template(xs:string template_path)
+import_from(xs:string file_path)
+new_model(xs:string model_name)
+new_model_as_copy(xs:string model_name, xs:string file_path)
+new_model_from_template(xs:string model_name, xs:string file_path)
+new_project(ns0:project_info project_info)
+new_template(ns0:project_info template_info)
+open_model(xs:string model_path)
+save_model(xs:int index)
+set_as_current_project(xs:string project_path)
+set_conversion_tables(ns0:ConversionTables value)
+set_detailed_logging(xs:boolean value)
+set_saf_settings(ns0:SafConfiguration value)
+set_settings_program_language(ns0:settings_program_language settings_program_language)
+Types(82)
ns0:ConversionTable
+ns0:ConversionTables
+ns0:MaterialConversionTablesManager
+ns0:MaterialConversionTablesManager_config
+ns0:MaterialConversionTablesManager_configs
+ns0:SafConfiguration
+ns0:SectionConversionTablesManager
+ns0:SectionConversionTablesManager_config
+ns0:SectionConversionTablesManager_configs
+ns0:application_information
+ns0:application_types
+ns0:array_of_model_names
+ns0:array_of_projects
+ns0:array_of_templates
+ns0:close_application
+ns0:close_applicationResponse
+ns0:close_model
+ns0:close_modelResponse
+ns0:delete_project
+ns0:delete_projectResponse
+ns0:get_active_model
+ns0:get_active_modelResponse
+ns0:get_conversion_tables
+ns0:get_conversion_tablesResponse
+ns0:get_current_project
+ns0:get_current_projectResponse
+ns0:get_detailed_logging
+ns0:get_detailed_loggingResponse
+ns0:get_information
+ns0:get_informationResponse
+ns0:get_list_of_existing_projects
+ns0:get_list_of_existing_projectsResponse
+ns0:get_list_of_existing_templates
+ns0:get_list_of_existing_templatesResponse
+ns0:get_model
+ns0:get_modelResponse
+ns0:get_model_list
+ns0:get_model_listResponse
+ns0:get_project
+ns0:get_projectResponse
+ns0:get_saf_settings
+ns0:get_saf_settingsResponse
+ns0:get_session_id
+ns0:get_session_idResponse
+ns0:get_settings_program_language
+ns0:get_settings_program_languageResponse
+ns0:get_template
+ns0:get_templateResponse
+ns0:import_from
+ns0:import_fromResponse
+ns0:import_from_output
+ns0:new_model
+ns0:new_modelResponse
+ns0:new_model_as_copy
+ns0:new_model_as_copyResponse
+ns0:new_model_from_template
+ns0:new_model_from_templateResponse
+ns0:new_project
+ns0:new_projectResponse
+ns0:new_template
+ns0:new_templateResponse
+ns0:open_model
+ns0:open_modelResponse
+ns0:program_language_name_type
+ns0:project_info
+ns0:region_type
+ns0:save_model
+ns0:save_modelResponse
+ns0:set_as_current_project
+ns0:set_as_current_projectResponse
+ns0:set_conversion_tables
+ns0:set_conversion_tablesResponse
+ns0:set_detailed_logging
+ns0:set_detailed_loggingResponse
+ns0:set_saf_settings
+ns0:set_saf_settingsResponse
+ns0:set_settings_program_language
+ns0:set_settings_program_languageResponse
+ns0:settings_program_language
+ns0:string_and_string_pair
+ns0:string_and_string_pair_array
+ns0:unit_system_type
+To obtain this list just execute print(Model.clientModel).
Usage: Model.clientModel.service.cancel_modification()
Methods (695):
add_section_to_my_section_list(xs:string list_name, xs:string section_name)
+begin_modification(xs:string modification_name)
+calculate_all(xs:boolean generateXmlSolverInput)
+calculate_specific(ns0:calculate_specific_loadings loadings, xs:boolean skip_warnings)
+cancel_modification()
+clear_selection()
+close_connection()
+create_my_section_list(xs:string list_name)
+create_section_by_name(xs:int id, xs:int material_id, xs:string name)
+create_section_from_rsection_file(xs:int id, xs:string file_path)
+delete_all()
+delete_all_history()
+delete_all_results(xs:boolean delete_mesh)
+delete_my_section_list(xs:string list_name)
+delete_object(ns0:object_types type, xs:int no, xs:int parent_no)
+delete_printout_reports(ns0:array_of_int printout_report_id_list)
+delete_section_from_my_section_list(xs:string list_name, xs:string section_name)
+divide_by_intersections(ns0:array_of_members members, ns0:array_of_lines lines, ns0:array_of_surfaces surfaces)
+export_details_of_design_to_csv(xs:string targetDirectoryPath)
+export_printout_report_to_html(xs:int printout_report_id, xs:string file_path)
+export_printout_report_to_pdf(xs:int printout_report_id, xs:string file_path)
+export_result_tables_to_csv(xs:string target_directory_path)
+export_result_tables_to_xml(xs:string target_file_path)
+export_result_tables_with_detailed_members_results_to_csv(xs:string target_directory_path)
+export_result_tables_with_detailed_members_results_to_xml(xs:string target_file_path)
+export_to(xs:string file_path)
+export_to_asf(xs:string file_path, ns0:asf_export_data_type type_of_reinforcement, ns0:array_of_int surfaces)
+export_to_ifc(xs:string file_path, ns0:export_to_ifc_settings settings, ns0:export_to_ifc_object_locations object_locations)
+export_to_tables(xs:string export_path)
+finish_modification()
+generate_and_validate_xml_solver_input(xs:string solver_input_file_path)
+generate_load_cases_and_combinations()
+generate_mesh(xs:boolean skip_warnings)
+generate_parts_lists()
+get_Dxf_file_model_object(xs:int no)
+get_Dxf_model_object(xs:int no, xs:int parent_no)
+get_accelerogram(xs:int no)
+get_action(xs:int no)
+get_action_categories_for_action()
+get_action_categories_for_load_case()
+get_action_combination(xs:int no)
+get_addon_statuses()
+get_all_object_numbers(ns0:object_types type, xs:int parent_no)
+get_all_object_numbers_by_type(ns0:object_types type)
+get_all_selected_objects()
+get_aluminum_design_sls_configuration(xs:int no)
+get_aluminum_design_uls_configuration(xs:int no)
+get_aluminum_effective_lengths(xs:int no)
+get_aluminum_member_local_section_reduction(xs:int no)
+get_aluminum_member_transverse_weld(xs:int no)
+get_borehole(xs:int no)
+get_building_story(xs:int no)
+get_calculation_diagram(xs:int no)
+get_clipping_box(xs:int no)
+get_clipping_plane(xs:int no)
+get_combination_wizard(xs:int no)
+get_concrete_design_sls_configuration(xs:int no)
+get_concrete_design_uls_configuration(xs:int no)
+get_concrete_durability(xs:int no)
+get_concrete_effective_lengths(xs:int no)
+get_construction_stage(xs:int no)
+get_coordinate_system(xs:int no)
+get_design_overview()
+get_design_situation(xs:int no)
+get_design_situation_types()
+get_design_support(xs:int no)
+get_dimension(xs:int no)
+get_first_free_number(ns0:object_types type, xs:int parent_no)
+get_formula(ns0:object_location object_location, ns0:object_parameter_location object_parameter_location)
+get_free_circular_load(xs:int no, xs:int load_case_no)
+get_free_concentrated_load(xs:int no, xs:int load_case_no)
+get_free_line_load(xs:int no, xs:int load_case_no)
+get_free_polygon_load(xs:int no, xs:int load_case_no)
+get_free_rectangular_load(xs:int no, xs:int load_case_no)
+get_global_parameter(xs:int no)
+get_imperfection_case(xs:int no)
+get_imposed_line_deformation(xs:int no, xs:int load_case_no)
+get_imposed_nodal_deformation(xs:int no, xs:int load_case_no)
+get_intersection(xs:int no)
+get_line(xs:int no)
+get_line_grid(xs:int no)
+get_line_hinge(xs:int no)
+get_line_load(xs:int no, xs:int load_case_no)
+get_line_mesh_refinement(xs:int no)
+get_line_release(xs:int no)
+get_line_release_type(xs:int no)
+get_line_set(xs:int no)
+get_line_set_load(xs:int no, xs:int load_case_no)
+get_line_support(xs:int no)
+get_line_welded_joint(xs:int no)
+get_list_of_parameters_formula_allowed_for(ns0:object_location object_location)
+get_list_of_printout_reports()
+get_load_case(xs:int no)
+get_load_cases_and_combinations()
+get_load_combination(xs:int no)
+get_main_objects_to_activate()
+get_material(xs:int no)
+get_member(xs:int no)
+get_member_definable_stiffness(xs:int no)
+get_member_eccentricity(xs:int no)
+get_member_hinge(xs:int no)
+get_member_imperfection(xs:int no, xs:int imperfection_case_no)
+get_member_load(xs:int no, xs:int load_case_no)
+get_member_nonlinearity(xs:int no)
+get_member_openings(xs:int no)
+get_member_representative(xs:int no)
+get_member_result_intermediate_point(xs:int no)
+get_member_rotational_restraint(xs:int no)
+get_member_set(xs:int no)
+get_member_set_imperfection(xs:int no, xs:int imperfection_case_no)
+get_member_set_load(xs:int no, xs:int load_case_no)
+get_member_set_representative(xs:int no)
+get_member_shear_panel(xs:int no)
+get_member_stiffness_modification(xs:int no)
+get_member_support(xs:int no)
+get_member_transverse_stiffener(xs:int no)
+get_mesh_settings()
+get_mesh_statistics()
+get_modal_analysis_settings(xs:int no)
+get_model_history()
+get_model_info()
+get_model_main_parameters()
+get_model_parameters()
+get_model_parameters_location()
+get_model_settings_and_options()
+get_model_type()
+get_my_section_lists()
+get_nodal_load(xs:int no, xs:int load_case_no)
+get_nodal_mesh_refinement(xs:int no)
+get_nodal_release(xs:int no)
+get_nodal_release_type(xs:int no)
+get_nodal_support(xs:int no)
+get_node(xs:int no)
+get_note(xs:int no)
+get_nth_object_number(ns0:object_types type, xs:int order, xs:int parent_no)
+get_object_count(ns0:object_types type, xs:int parent_no)
+get_object_information(ns0:object_types type)
+get_object_snap(xs:int no)
+get_opening(xs:int no)
+get_opening_load(xs:int no, xs:int load_case_no)
+get_optimization_settings(xs:int no)
+get_optimized_values()
+get_parts_list_all_by_material()
+get_parts_list_member_representatives_by_material()
+get_parts_list_member_set_representatives_by_material()
+get_parts_list_member_sets_by_material()
+get_parts_list_members_by_material()
+get_parts_list_solids_by_material()
+get_parts_list_surfaces_by_material()
+get_punching_reinforcement(xs:int no)
+get_reinforcement_direction(xs:int no)
+get_relationship_between_load_cases(xs:int no)
+get_response_spectrum(xs:int no)
+get_result_combination(xs:int no)
+get_result_section(xs:int no)
+get_results_for_building_stories_centres_mass_rigidity(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_building_stories_forces_in_shear_walls(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_building_stories_forces_in_spandrels(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_building_stories_interstory_drifts(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_building_stories_story_actions(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_calculation_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_convergence_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_critical_load_factors(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_efeective_lengths_and_critical_loads_by_eigenvector(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_efeective_lengths_and_critical_loads_by_member(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_eigenvectors_by_member(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_eigenvectors_by_node(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_eigenvectors_by_solid(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_eigenvectors_by_surface(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_errors(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_line_hinges_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_line_hinges_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_lines_slab_wall_connections(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_lines_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_by_eigenvector(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_contact_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_hinge_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_hinge_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_internal_forces_by_member_set(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_internal_forces_by_section(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_local_plastic_deformation_ratios(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_members_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_effective_modal_masses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_masses_in_locations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_members_by_mode_shape(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_mode_shapes_by_member(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_mode_shapes_by_node(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_mode_shapes_by_solid(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_mode_shapes_by_surface(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_natural_frequencies(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_nodes_by_mode_shape(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_participation_factors(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_solids_by_mode_shape(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_modal_analysis_surfaces_by_mode_shape(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_nodes_by_eigenvector(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_nodes_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_nodes_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_building_stories_centres_mass_rigidity(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_building_stories_forces_in_shear_walls(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_building_stories_forces_in_spandrels(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_building_stories_interstory_drifts(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_building_stories_story_actions(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_calculation_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_convergence_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_horizontal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_line_hinges_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_line_hinges_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_lines_slab_wall_connections(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_lines_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_contact_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_hinge_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_hinge_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_internal_forces_by_member_set(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_internal_forces_by_section(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_local_plastic_deformation_ratios(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_members_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_nodes_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_nodes_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_equivalent_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_equivalent_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_equivalent_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_gas_quantities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_solids_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_summary(ns0:case_object_types loading_type, xs:int loading_no)
+get_results_for_pushover_analysis_surfaces_basic_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_contact_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_design_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_elastic_stress_components(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_plastic_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_plastic_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_plastic_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_plastic_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_stresses_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_stresses_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_stresses_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_stresses_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_total_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_total_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_total_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_equivalent_total_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_maximum_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_maximum_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_principal_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_surfaces_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_pushover_analysis_target_displacement(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_by_eigenvector(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_equivalent_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_equivalent_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_equivalent_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_gas_quantities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_solids_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_building_stories_centres_mass_rigidity(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_building_stories_forces_in_shear_walls(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_building_stories_forces_in_spandrels(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_building_stories_interstory_drifts(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_building_stories_story_actions(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_line_hinges_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_line_hinges_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_lines_slab_wall_connections(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_lines_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_contact_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_hinge_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_hinge_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_internal_forces_by_member_set(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_internal_forces_by_section(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_local_plastic_deformation_ratios(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_members_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_nodes_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_nodes_pseudo_accelerations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_nodes_pseudo_velocities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_nodes_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_equivalent_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_equivalent_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_gas_quantities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_solids_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_summary(ns0:case_object_types loading_type, xs:int loading_no)
+get_results_for_spectral_analysis_surfaces_basic_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_contact_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_design_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_elastic_stress_components(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_stresses_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_stresses_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_stresses_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_stresses_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_total_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_total_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_total_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_equivalent_total_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_maximum_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_principal_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_spectral_analysis_surfaces_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_building_stories_centres_mass_rigidity(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_building_stories_forces_in_shear_walls(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_building_stories_forces_in_spandrels(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_building_stories_interstory_drifts(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_building_stories_story_actions(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_calculation_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_convergence_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_line_hinges_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_line_hinges_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_lines_slab_wall_connections(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_lines_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_contact_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_hinge_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_hinge_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_internal_forces_by_member_set(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_internal_forces_by_section(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_local_plastic_deformation_ratios(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_members_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_nodes_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_nodes_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_equivalent_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_equivalent_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_equivalent_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_gas_quantities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_solids_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_summary(ns0:case_object_types loading_type, xs:int loading_no)
+get_results_for_stability_incremental_analysis_surfaces_basic_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_contact_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_design_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_elastic_stress_components(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_plastic_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_plastic_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_plastic_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_plastic_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_stresses_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_stresses_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_stresses_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_stresses_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_total_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_total_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_total_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_equivalent_total_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_maximum_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_maximum_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_principal_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_stability_incremental_analysis_surfaces_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_summary(ns0:case_object_types loading_type, xs:int loading_no)
+get_results_for_surfaces_basic_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_by_eigenvector(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_contact_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_design_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_elastic_stress_components(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_plastic_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_plastic_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_plastic_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_plastic_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_stresses_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_stresses_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_stresses_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_stresses_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_total_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_total_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_total_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_equivalent_total_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_maximum_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_maximum_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_principal_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_surfaces_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_building_stories_centres_mass_rigidity(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_building_stories_forces_in_shear_walls(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_building_stories_forces_in_spandrels(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_building_stories_interstory_drifts(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_building_stories_story_actions(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_calculation_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_convergence_diagrams(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_line_hinges_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_line_hinges_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_lines_slab_wall_connections(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_lines_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_contact_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_hinge_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_hinge_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_internal_forces_by_member_set(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_internal_forces_by_section(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_local_plastic_deformation_ratios(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_members_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_nodes_accelerations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_nodes_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_nodes_support_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_nodes_velocities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_equivalent_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_equivalent_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_equivalent_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_gas_quantities(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_solids_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_summary(ns0:case_object_types loading_type, xs:int loading_no)
+get_results_for_time_history_analysis_surfaces_basic_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_basic_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_basic_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_basic_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_contact_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_design_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_elastic_stress_components(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_plastic_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_plastic_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_plastic_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_plastic_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_stresses_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_stresses_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_stresses_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_stresses_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_total_strains_bach(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_total_strains_mises(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_total_strains_rankine(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_equivalent_total_strains_tresca(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_global_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_local_deformations(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_maximum_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_maximum_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_principal_internal_forces(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_principal_plastic_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_principal_stresses(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_results_for_time_history_analysis_surfaces_principal_total_strains(ns0:case_object_types loading_type, xs:int loading_no, xs:int no)
+get_rigid_link(xs:int no)
+get_section(xs:int no)
+get_session_id()
+get_soil_massif(xs:int no)
+get_solid(xs:int no)
+get_solid_contacts(xs:int no)
+get_solid_gas(xs:int no)
+get_solid_load(xs:int no, xs:int load_case_no)
+get_solid_mesh_refinement(xs:int no)
+get_solid_set(xs:int no)
+get_solid_set_load(xs:int no, xs:int load_case_no)
+get_spectral_analysis_settings(xs:int no)
+get_stability_analysis_settings(xs:int no)
+get_static_analysis_settings(xs:int no)
+get_steel_boundary_conditions(xs:int no)
+get_steel_design_fr_configuration(xs:int no)
+get_steel_design_seismic_configuration(xs:int no)
+get_steel_design_sls_configuration(xs:int no)
+get_steel_design_uls_configuration(xs:int no)
+get_steel_effective_lengths(xs:int no)
+get_steel_member_local_section_reduction(xs:int no)
+get_structure_modification(xs:int no)
+get_surface(xs:int no)
+get_surface_eccentricity(xs:int no)
+get_surface_imperfection(xs:int no, xs:int imperfection_case_no)
+get_surface_load(xs:int no, xs:int load_case_no)
+get_surface_mesh_refinement(xs:int no)
+get_surface_reinforcement(xs:int no)
+get_surface_release(xs:int no)
+get_surface_release_type(xs:int no)
+get_surface_results_adjustment(xs:int no)
+get_surface_set(xs:int no)
+get_surface_set_imperfection(xs:int no, xs:int imperfection_case_no)
+get_surface_set_load(xs:int no, xs:int load_case_no)
+get_surface_stiffness_modification(xs:int no)
+get_surface_support(xs:int no)
+get_surfaces_contact(xs:int no)
+get_surfaces_contact_type(xs:int no)
+get_table_export_config_manager()
+get_terrain(xs:int no)
+get_thickness(xs:int no)
+get_timber_design_fr_configuration(xs:int no)
+get_timber_design_sls_configuration(xs:int no)
+get_timber_design_uls_configuration(xs:int no)
+get_timber_effective_lengths(xs:int no)
+get_timber_member_local_section_reduction(xs:int no)
+get_timber_moisture_class(xs:int no)
+get_timber_service_class(xs:int no)
+get_timber_service_conditions(xs:int no)
+get_visual_object(xs:int no)
+get_wind_profile(xs:int no)
+get_wind_simulation(xs:int no)
+get_wind_simulation_analysis_settings(xs:int no)
+has_any_results()
+has_results(ns0:case_object_types loading_type, xs:int loading_no)
+plausibility_check(xs:boolean skip_warnings)
+print_printout_report(xs:int printout_report_id)
+reset()
+run_script(xs:string script_file_path)
+save(xs:string file_path)
+set_Dxf_file_model_object(ns0:Dxf_file_model_object value)
+set_Dxf_model_object(xs:int parent_no, ns0:Dxf_model_object value)
+set_accelerogram(ns0:accelerogram value)
+set_action(ns0:action value)
+set_action_combination(ns0:action_combination value)
+set_addon_statuses(ns0:addon_list_type addon_statuses)
+set_aluminum_design_sls_configuration(ns0:aluminum_design_sls_configuration value)
+set_aluminum_design_uls_configuration(ns0:aluminum_design_uls_configuration value)
+set_aluminum_effective_lengths(ns0:aluminum_effective_lengths value)
+set_aluminum_member_local_section_reduction(ns0:aluminum_member_local_section_reduction value)
+set_aluminum_member_transverse_weld(ns0:aluminum_member_transverse_weld value)
+set_borehole(ns0:borehole value)
+set_building_story(ns0:building_story value)
+set_calculation_diagram(ns0:calculation_diagram value)
+set_clipping_box(ns0:clipping_box value)
+set_clipping_plane(ns0:clipping_plane value)
+set_combination_wizard(ns0:combination_wizard value)
+set_concrete_design_sls_configuration(ns0:concrete_design_sls_configuration value)
+set_concrete_design_uls_configuration(ns0:concrete_design_uls_configuration value)
+set_concrete_durability(ns0:concrete_durability value)
+set_concrete_effective_lengths(ns0:concrete_effective_lengths value)
+set_construction_stage(ns0:construction_stage value)
+set_coordinate_system(ns0:coordinate_system value)
+set_design_situation(ns0:design_situation value)
+set_design_support(ns0:design_support value)
+set_dimension(ns0:dimension value)
+set_formula(ns0:object_location object_location, ns0:object_parameter_location object_parameter_location, xs:string formula)
+set_free_circular_load(xs:int load_case_no, ns0:free_circular_load value)
+set_free_concentrated_load(xs:int load_case_no, ns0:free_concentrated_load value)
+set_free_line_load(xs:int load_case_no, ns0:free_line_load value)
+set_free_polygon_load(xs:int load_case_no, ns0:free_polygon_load value)
+set_free_rectangular_load(xs:int load_case_no, ns0:free_rectangular_load value)
+set_global_parameter(ns0:global_parameter value)
+set_imperfection_case(ns0:imperfection_case value)
+set_imposed_line_deformation(xs:int load_case_no, ns0:imposed_line_deformation value)
+set_imposed_nodal_deformation(xs:int load_case_no, ns0:imposed_nodal_deformation value)
+set_intersection(ns0:intersection value)
+set_line(ns0:line value)
+set_line_grid(ns0:line_grid value)
+set_line_hinge(ns0:line_hinge value)
+set_line_load(xs:int load_case_no, ns0:line_load value)
+set_line_mesh_refinement(ns0:line_mesh_refinement value)
+set_line_release(ns0:line_release value)
+set_line_release_type(ns0:line_release_type value)
+set_line_set(ns0:line_set value)
+set_line_set_load(xs:int load_case_no, ns0:line_set_load value)
+set_line_support(ns0:line_support value)
+set_line_welded_joint(ns0:line_welded_joint value)
+set_load_case(ns0:load_case value)
+set_load_cases_and_combinations(ns0:load_cases_and_combinations value)
+set_load_combination(ns0:load_combination value)
+set_main_objects_to_activate(ns0:main_objects_to_activate main_objects_to_activate)
+set_material(ns0:material value)
+set_member(ns0:member value)
+set_member_definable_stiffness(ns0:member_definable_stiffness value)
+set_member_eccentricity(ns0:member_eccentricity value)
+set_member_hinge(ns0:member_hinge value)
+set_member_imperfection(xs:int imperfection_case_no, ns0:member_imperfection value)
+set_member_load(xs:int load_case_no, ns0:member_load value)
+set_member_nonlinearity(ns0:member_nonlinearity value)
+set_member_openings(ns0:member_openings value)
+set_member_representative(ns0:member_representative value)
+set_member_result_intermediate_point(ns0:member_result_intermediate_point value)
+set_member_rotational_restraint(ns0:member_rotational_restraint value)
+set_member_set(ns0:member_set value)
+set_member_set_imperfection(xs:int imperfection_case_no, ns0:member_set_imperfection value)
+set_member_set_load(xs:int load_case_no, ns0:member_set_load value)
+set_member_set_representative(ns0:member_set_representative value)
+set_member_shear_panel(ns0:member_shear_panel value)
+set_member_stiffness_modification(ns0:member_stiffness_modification value)
+set_member_support(ns0:member_support value)
+set_member_transverse_stiffener(ns0:member_transverse_stiffener value)
+set_mesh_settings(ns0:meshConfig value)
+set_modal_analysis_settings(ns0:modal_analysis_settings value)
+set_model_history(ns0:array_of_model_history table_values)
+set_model_id(xs:string id)
+set_model_parameters(ns0:array_of_model_parameters table_values)
+set_model_parameters_location(ns0:array_of_model_parameters_location table_values)
+set_model_settings_and_options(ns0:model_settings_and_options model_settings_and_options)
+set_model_type(ns0:model_type model_type)
+set_nodal_load(xs:int load_case_no, ns0:nodal_load value)
+set_nodal_mesh_refinement(ns0:nodal_mesh_refinement value)
+set_nodal_release(ns0:nodal_release value)
+set_nodal_release_type(ns0:nodal_release_type value)
+set_nodal_support(ns0:nodal_support value)
+set_node(ns0:node value)
+set_note(ns0:note value)
+set_object_snap(ns0:object_snap value)
+set_opening(ns0:opening value)
+set_opening_load(xs:int load_case_no, ns0:opening_load value)
+set_optimization_settings(ns0:optimization_settings value)
+set_punching_reinforcement(ns0:punching_reinforcement value)
+set_reinforcement_direction(ns0:reinforcement_direction value)
+set_relationship_between_load_cases(ns0:relationship_between_load_cases value)
+set_response_spectrum(ns0:response_spectrum value)
+set_result_combination(ns0:result_combination value)
+set_result_section(ns0:result_section value)
+set_rigid_link(ns0:rigid_link value)
+set_section(ns0:section value)
+set_selected_objects(ns0:object_location_array object_locations)
+set_soil_massif(ns0:soil_massif value)
+set_solid(ns0:solid value)
+set_solid_contacts(ns0:solid_contacts value)
+set_solid_gas(ns0:solid_gas value)
+set_solid_load(xs:int load_case_no, ns0:solid_load value)
+set_solid_mesh_refinement(ns0:solid_mesh_refinement value)
+set_solid_set(ns0:solid_set value)
+set_solid_set_load(xs:int load_case_no, ns0:solid_set_load value)
+set_spectral_analysis_settings(ns0:spectral_analysis_settings value)
+set_stability_analysis_settings(ns0:stability_analysis_settings value)
+set_static_analysis_settings(ns0:static_analysis_settings value)
+set_steel_boundary_conditions(ns0:steel_boundary_conditions value)
+set_steel_design_fr_configuration(ns0:steel_design_fr_configuration value)
+set_steel_design_seismic_configuration(ns0:steel_design_seismic_configuration value)
+set_steel_design_sls_configuration(ns0:steel_design_sls_configuration value)
+set_steel_design_uls_configuration(ns0:steel_design_uls_configuration value)
+set_steel_effective_lengths(ns0:steel_effective_lengths value)
+set_steel_member_local_section_reduction(ns0:steel_member_local_section_reduction value)
+set_structure_modification(ns0:structure_modification value)
+set_surface(ns0:surface value)
+set_surface_eccentricity(ns0:surface_eccentricity value)
+set_surface_imperfection(xs:int imperfection_case_no, ns0:surface_imperfection value)
+set_surface_load(xs:int load_case_no, ns0:surface_load value)
+set_surface_mesh_refinement(ns0:surface_mesh_refinement value)
+set_surface_reinforcement(ns0:surface_reinforcement value)
+set_surface_release(ns0:surface_release value)
+set_surface_release_type(ns0:surface_release_type value)
+set_surface_results_adjustment(ns0:surface_results_adjustment value)
+set_surface_set(ns0:surface_set value)
+set_surface_set_imperfection(xs:int imperfection_case_no, ns0:surface_set_imperfection value)
+set_surface_set_load(xs:int load_case_no, ns0:surface_set_load value)
+set_surface_stiffness_modification(ns0:surface_stiffness_modification value)
+set_surface_support(ns0:surface_support value)
+set_surfaces_contact(ns0:surfaces_contact value)
+set_surfaces_contact_type(ns0:surfaces_contact_type value)
+set_table_export_config_manager(ns0:TableExportConfigManager value)
+set_terrain(ns0:terrain value)
+set_thickness(ns0:thickness value)
+set_timber_design_fr_configuration(ns0:timber_design_fr_configuration value)
+set_timber_design_sls_configuration(ns0:timber_design_sls_configuration value)
+set_timber_design_uls_configuration(ns0:timber_design_uls_configuration value)
+set_timber_effective_lengths(ns0:timber_effective_lengths value)
+set_timber_member_local_section_reduction(ns0:timber_member_local_section_reduction value)
+set_timber_moisture_class(ns0:timber_moisture_class value)
+set_timber_service_class(ns0:timber_service_class value)
+set_timber_service_conditions(ns0:timber_service_conditions value)
+set_visual_object(ns0:visual_object value)
+set_wind_profile(ns0:wind_profile value)
+set_wind_simulation(ns0:wind_simulation value)
+set_wind_simulation_analysis_settings(ns0:wind_simulation_analysis_settings value)
+unite_nodes_and_supports(xs:double tolerance)
+use_detailed_member_results(xs:boolean use)
+Types (4109):
ns0:Dxf_file_model_object
+ns0:Dxf_file_model_object_insert_point
+ns0:Dxf_file_model_object_rotation_angles_sequence
+ns0:Dxf_model_object
+ns0:QualityCriteriaConfigForSolids
+ns0:QualityCriteriaConfigForSurfaces
+ns0:SolidsMeshQualityConfig
+ns0:SurfacesMeshQualityConfig
+ns0:TableExportConfigBase
+ns0:TableExportConfigManager
+ns0:TableExportConfigManager_config
+ns0:TableExportConfigManager_configs
+ns0:TableExportFEMeshTablesConfig
+ns0:TableExportInputTablesConfig
+ns0:TableExportMainConfig
+ns0:TableExportMainConfig_property_export_target_type
+ns0:TableExportMainConfig_property_list_separator_type
+ns0:TableExportResultTablesConfig
+ns0:accelerogram
+ns0:accelerogram_definition_type
+ns0:accelerogram_user_defined_accelerogram
+ns0:accelerogram_user_defined_accelerogram_row
+ns0:action
+ns0:action_action_type
+ns0:action_category
+ns0:action_combination
+ns0:action_combination_combination_type
+ns0:action_combination_items
+ns0:action_combination_items_row
+ns0:action_imposed_load_category
+ns0:action_items
+ns0:action_items_row
+ns0:action_load_type
+ns0:action_type
+ns0:add_section_to_my_section_list
+ns0:add_section_to_my_section_listResponse
+ns0:additional_offset_reference_type
+ns0:additional_offset_reference_type_at_end_type
+ns0:additional_offset_reference_type_at_start_type
+ns0:additional_offset_type
+ns0:additional_offset_type_single_line_type
+ns0:addon_list_analysis_list_type
+ns0:addon_list_design_addons_list_type
+ns0:addon_list_dynamic_analysis_settings_list_type
+ns0:addon_list_special_solutions_list_type
+ns0:addon_list_type
+ns0:aluminum_design_sls_configuration
+ns0:aluminum_design_uls_configuration
+ns0:aluminum_effective_lengths
+ns0:aluminum_effective_lengths_buckling_factor_value_type
+ns0:aluminum_effective_lengths_determination_cb_adm
+ns0:aluminum_effective_lengths_determination_cb_member_type_adm
+ns0:aluminum_effective_lengths_determination_mcr_europe
+ns0:aluminum_effective_lengths_determination_me_adm
+ns0:aluminum_effective_lengths_factors
+ns0:aluminum_effective_lengths_factors_row
+ns0:aluminum_effective_lengths_lengths
+ns0:aluminum_effective_lengths_lengths_row
+ns0:aluminum_effective_lengths_nodal_supports
+ns0:aluminum_effective_lengths_nodal_supports_row
+ns0:aluminum_effective_lengths_stability_import_data_factors
+ns0:aluminum_effective_lengths_stability_import_data_factors_row
+ns0:aluminum_effective_lengths_stability_import_data_lengths
+ns0:aluminum_effective_lengths_stability_import_data_lengths_row
+ns0:aluminum_member_local_section_reduction
+ns0:aluminum_member_local_section_reduction_components
+ns0:aluminum_member_local_section_reduction_components_reduction_type
+ns0:aluminum_member_local_section_reduction_components_row
+ns0:aluminum_member_transverse_weld
+ns0:aluminum_member_transverse_weld_components
+ns0:aluminum_member_transverse_weld_components_row
+ns0:amplitude_function_type
+ns0:anchorage_end_anchor_type
+ns0:anchorage_start_anchor_type
+ns0:array_of_accelerogram_user_defined_accelerogram
+ns0:array_of_action_category
+ns0:array_of_action_combination_items
+ns0:array_of_action_items
+ns0:array_of_aluminum_effective_lengths_factors
+ns0:array_of_aluminum_effective_lengths_lengths
+ns0:array_of_aluminum_effective_lengths_nodal_supports
+ns0:array_of_aluminum_effective_lengths_stability_import_data_factors
+ns0:array_of_aluminum_effective_lengths_stability_import_data_lengths
+ns0:array_of_aluminum_member_local_section_reduction_components
+ns0:array_of_aluminum_member_transverse_weld_components
+ns0:array_of_borehole_layers_table
+ns0:array_of_building_stories_centres_mass_rigidity
+ns0:array_of_building_stories_forces_in_shear_walls
+ns0:array_of_building_stories_forces_in_spandrels
+ns0:array_of_building_stories_interstory_drifts
+ns0:array_of_building_stories_story_actions
+ns0:array_of_building_story_info_and_child_items
+ns0:array_of_building_story_total_info_and_child_items
+ns0:array_of_calculation_diagram_table
+ns0:array_of_calculation_diagrams
+ns0:array_of_combination_wizard_individual_factors_of_selected_objects_table
+ns0:array_of_concrete_effective_lengths_factors
+ns0:array_of_concrete_effective_lengths_fire_design_factors
+ns0:array_of_concrete_effective_lengths_fire_design_lengths
+ns0:array_of_concrete_effective_lengths_fire_design_nodal_supports
+ns0:array_of_concrete_effective_lengths_lengths
+ns0:array_of_concrete_effective_lengths_nodal_supports
+ns0:array_of_concrete_effective_lengths_stability_import_data_factors
+ns0:array_of_concrete_effective_lengths_stability_import_data_lengths
+ns0:array_of_construction_stage_loading
+ns0:array_of_construction_stage_member_property_modifications
+ns0:array_of_construction_stage_solid_property_modifications
+ns0:array_of_construction_stage_surface_property_modifications
+ns0:array_of_convergence_diagrams
+ns0:array_of_critical_load_factors
+ns0:array_of_design_overview
+ns0:array_of_design_situation_case_objects
+ns0:array_of_design_situation_type
+ns0:array_of_dimension_angular_reference_table
+ns0:array_of_dimension_arc_length_reference_table
+ns0:array_of_dimension_linear_reference_table
+ns0:array_of_efeective_lengths_and_critical_loads_by_eigenvector
+ns0:array_of_efeective_lengths_and_critical_loads_by_member
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+ns0:array_of_eigenvectors_by_node
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+ns0:get_results_for_stability_incremental_analysis_building_stories_centres_mass_rigidityResponse
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+ns0:get_results_for_stability_incremental_analysis_building_stories_forces_in_spandrels
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+ns0:get_results_for_stability_incremental_analysis_building_stories_story_actions
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+ns0:get_results_for_stability_incremental_analysis_members_internal_forces_by_section
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Dlubal Dev Docs For more details click here (opens new window)
Jaroslav Broz started this conversation in General (opens new window)
Hello ✋ ,
we have created this discussion to make a space where we can mutually communicate about our open source projects and development of our APIs - WebService and In-App Scripting.
Please read our code of conduct
Dlubal Dev Docs For more details click here (opens new window)
Dlubal Dev Docs Kind: global class
Creates Concrete design strength configuration (ACI standard)
| Param | Type | Description |
|---|---|---|
| no | Number | Strength configuration number, can be undefined |
| surfaces_no | Array | Assigned surfaces numbers, can be undefined |
| members_no | Array | Assigned members numbers, can be undefined |
| nodes_no | Array | Assigned nodes numbers, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignStrengthConfigurationACI
Returns: Strength configuration index
Kind: instance method of ConcreteDesignStrengthConfigurationACI
Returns: Strength configuration object
Sets Name
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| name | String | Strength configuration name, can be undefined |
Sets Consider internal forces for concrete design
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_axial_forces | Boolean | Axial forces, can be undefined (is not set, true as default) |
| property_member_bending_moments_my | Boolean | Bending moment in Y, can be undefined (is not set, true as default) |
| property_member_bending_moments_mz | Boolean | Bending moment in Z, can be undefined (is not set, true as default) |
| property_member_torsional_moments | Boolean | Torsional moments, can be undefined (is not set, true as default) |
| property_member_shear_forces_vy | Boolean | Shear forces in Y, can be undefined (is not set, true as default) |
| property_member_shear_forces_vz | Boolean | Shear forces in Z, can be undefined (is not set, true as default) |
Sets Internal Force Reduction in z-Direction
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_redistribution_of_moments_in_continuous_flexural_members | Boolean | Redistribution of moments in continuous flexural members acc. to 6.6.5, can be undefined (is not set, false as default) |
| property_member_reduction_of_shear_at_support | Boolean | Reduction of shear at the support acc. to 9.4.3.2, can be undefined (is not set, true as default) |
Sets Required longitudinal reinforcement
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_OPTIMIZED_DISTRIBUTION, TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT, OPTIMIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, OPTIMIZED_PROVIDED_REINFORCEMENT as default) |
| property_member_reinforcement_diameter_for_preliminary_design | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user-defined value), can be undefined (is not set as default, otherwise MAX_OF_ALL as default) |
| property_member_include_tensile_force_due_to_shear_in_required_longitudinal_reinforcement | Boolean | Include tensile force due to shear in required longitudinal reinforcement, can be undefined (is not set, true as default) |
Sets Provided Longitudinal Reinforcement
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_design_check_for_tensile_force_in_longitudinal_reinforcement | Boolean | Design check for tensile force in longitudinal reinforcement, including tension due to shear acc. to 9.7.3, can be undefined (is not set, true as default) |
| property_member_embedment_length_of_continuing_flexural_tension_reinforcement | Boolean | Embedment length of continuous flexural tension reinforcement acc. to 9.7.3.4, can be undefined (is not set, false as default) |
| property_member_termination_of_reinforcement | Boolean | Termination of flexural tension reinforcement acc. to 9.7.3.5, can be undefined (is not set, false as default) |
Sets Minimum Reinforcement Acc. to Standard
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_minimum_longitudinal_reinforcement | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_minimum_construction_reinforcement | Boolean | Minimum construction reinforcement, can be undefined (is not set, true as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| shear_reinforcement | String | Use required longitudinal reinforcement (REQUIRED) Use provided longitudinal reinforcement (PROVIDED) |
Sets Torsion Capacity
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_type_of_torsion | String | Type of torsion acc. to 22.7.1.1 and 22.7.3.1 (TORSION_EQUILIBRIUM, TORSION_COMPATIBILITY), can be undefined (TORSION_EQUILIBRIUM as default) |
Sets Shear and Torsion Reinforcement
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_nominal_shear_strength_vc | String | Nominal shear strength Vc acc. to Table 22.5.5.1, can be undefined (is not set, TORSION_EQUILIBRIUM as default) |
| property_member_inclination_of_concrete_strut | Number | Inclination of concrete strut acc. to 22.7.6.1, can be undefined (is not set, 45.0 as default) |
Sets Sets Depth Limitation of Neutral Axis
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 9.3.3.1, can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation_user_value | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user number value), can be undefined (is not set, AUTOMATICALLY as default) |
Sets Calculation setting
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_member_nett_concrete_area | Boolean | Net concrete area, can be undefined (true as default) |
Sets Epoxy factor
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| epoxy_factor_type | String | Epoxy factor type, can be undefined (is not set, UNCOATED_OR_ZINC_COATED as default) - Epoxy-coated or zinc and epoxy dual-coated reinforcement (EPOXY_COATED_OR_ZINC) - Uncoated or zinc-coated (galvanized) reinforcement (UNCOATED_OR_ZINC_COATED) |
Sets Unbraced Column
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_stability_index_qy | Number | Stability index for story in y-direction, can be undefined (is not set, 0.05 as default) |
| property_stability_index_qz | Number | Stability index for story in z-direction, can be undefined (is not set, 0.05 as default) |
Sets Stiffness Reduction Coefficient to Consider Creep due to Sustained Load
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_beta_dns | String/Number | Ratio of sustained axial load to factored axial load (SIMPLIFIED, CALCULATED or user value), can be undefined (is not set, SIMPLIFIED as default) |
| property_beta_ds_y | String/Number | Ratio of sustained shear load to factored shear load in y-direction (CALCULATED or user value), can be undefined (is not set, CALCULATED as default) |
| property_beta_ds_z | String/Number | Ratio of sustained shear load to factored shear load in z-direction (CALCULATED or user value), can be undefined (is not set, CALCULATED as default) |
Sets Moment Magnification
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_sway_moment_magnifier_method | String | Sway moment magnifier δs method (Q_METHOD, P_METHOD), can be undefined (is not set, Q_METHOD as default) |
Sets Required Reinforcement
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_stability_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, UNIFORMLY_SURROUNDING as default) |
| reinforcement_diameter_for_preliminary_design_user_value | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user number value), can be undefined (is not set, MAX_OF_ALL as default) |
Sets Design method
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| optimization_type | String | Design method optimization type, can be undefined (is not set, YES as default) - No optimization of design internal forces (NO) - Optimization of design internal forces (YES) |
Sets Internal Forces Diagram Used for Design
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_subtraction_of_rib_components | Boolean | Subtraction of rib components for the ULS calculation and for the analytic method of SLS calculation, can be undefined (true as default) |
Sets Minimum longitudinal reinforcement acc. to standard
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_minimum_longitudinal_reinforcement_acc_to_standard | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| reinforcement_type | String | Minimum longitudinal reinforcement acc. to standard type, can be undefined (is not set, PLATES as default) - Minimum longitudinal reinforcement for plates acc. to Table 7.6.1.1, 8.6.1.1 (PLATES) - Minimum longitudinal reinforcement for walls acc. to Chapter 11 (WALLS) |
| min_reinforcement_direction | String | Direction of minimum reinforcement, can be undefined (is not set, MAIN_TENSION_ELEMENT as default) - On main tension side (MAIN_TENSION_ELEMENT) - In tension direction (MAIN_TENSION_SURFACE) - Defined (DEFINED) |
| min_reinforcement_direction_user_values | Array | User-defined direction of minimum reinforcement ([φ1(-z), φ2(-z), φ1(+z), φ2(+z)]), can be undefined (if not set, all values are true by default) |
| main_compression_reinforcement_direction | String | Direction of main compression reinforcement, can be undefined (is not set, WITH_MAIN_COMPRESSION_FORCE as default) - Reinforcement direction with the main compression force (WITH_MAIN_COMPRESSION_FORCE) - Defined in reinforcement direction (DEFINED_IN_REINFORCEMENT_DIRECTION) |
| property_surface_reinforcement_defined_direction_phi | String | Reinforcement direction (PHI_1, PHI_2) |
| property_surface_ratio_b_div_h | Number | Ratio b/h acc. to 11.6.2, can be undefined (is not set, 2.5 as default) |
Sets User-defined minimum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_longitudinal_reinforcement_percentage | Boolean | User-defined minimum longitudinal reinforcement percentage, can be undefined (is not set, false as default) |
| property_minimum_reinforcement | Number | Minimum reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_secondary_reinforcement | Number | Minimum secondary reinforcement from main reinforcement direction, can be undefined (is not set, 20% as default) |
| property_minimum_tension_reinforcement | Number | Minimum tension reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_compression_reinforcement | Number | Minimum compression reinforcement, can be undefined (is not set, 0% as default) |
Sets User-defined maximum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_user_defined_maximum_longitudinal_reinforcement_percentage | Boolean | User-defined maximum longitudinal reinforcement percentage, can be undefined (is not set, true as default) |
| property_user_defined_maximum_longitudinal_reinforcement_percentage_value | Number | Maximum reinforcement, can be undefined (is not set, 4% as default) |
Sets Minimum shear reinforcement acc. to 9.3.2
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement, can be undefined (is not set, true as default) |
Sets User-defined minimum shear reinforcement percentage
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_shear_reinforcement_percentage | Boolean | Minimum shear reinforcement percentage, can be undefined (is not set, false as default) |
| property_user_defined_minimum_shear_reinforcement_percentage_value | Number | Minimum reinforcement, can be undefined, (is not set, 0% as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| required_shear_reinforcement | String | Required Shear Reinforcement value, can be undefined (is not set, REQUIRED as default) - Use required longitudinal reinforcement (REQUIRED) - Use provided longitudinal reinforcement (PROVIDED) - Automatically increase required longitudinal reinf. to avoid shear reinf. (AUTOMATICALLY) |
Sets Shear and torsion reinforcement
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_surface_nominal_shear_strength_vc | String | Nominal shear strength Vc acc. to Table 22.5.5.1 (EQUATION_A, EQUATION_B, MAX_OF_A_B), can be undefined (EQUATION_A as default) |
| property_surface_inclination_of_concrete_strut | Number | Inclination of concrete strut acc. to 22.7.6.1, can be undefined (is not set, 36.0 deg as default) |
Sets Neutral Axis Depth Limitation
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_surface_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 9.3.3.1, can be undefined (true as default) |
| property_surface_value_of_neutral_axis_depth_limitation | Number | Value of neutral axis depth limitation, can be undefined (is not set, 0.45 as default) |
Sets Punching Load
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_node_used_punching_load_for_columns | String/Number | Used punching load for columns (SINGLE_FORCE, SMOOTHED_SHEAR_FORCE or user-defined value), can be undefined (is not set, SINGLE_FORCE as default) - Single force from column / load / nodal support (SINGLE_FORCE) - Smoothed shear force over the defined perimeter (SMOOTHED_SHEAR_FORCE) |
| property_node_used_punching_load_for_walls | String/Number | Used punching load for walls (SMOOTHED_SHEAR_FORCE or user-defined value), can be undefined (is not set, SMOOTHED_SHEAR_FORCE as default) - Smoothed shear force over the defined perimeter (SMOOTHED_SHEAR_FORCE) |
| property_node_distance_to_perimeter_used_for_integration_for_columns | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
| property_node_distance_to_perimeter_used_for_integration_for_walls | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
Sets Additional Parameters
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_node_minimum_spacing_of_reinforcement_perimeters | Number | Minimum spacing of reinforcement perimeters, can be undefined (is not set, 0.1 as default) |
Sets Factors
Kind: instance method of ConcreteDesignStrengthConfigurationACI
| Param | Type | Description |
|---|---|---|
| property_node_strength_reduction_factor_tensile | Number | Strength reduction factors according to 21.2.1 - Tensile strength, can be undefined (is not set, 0.9 as default) |
| property_node_strength_reduction_factor_shear_and_torsion | Number | Strength reduction factors according to 21.2.1 - Shear and torsion, can be undefined (is not set, 0.75 as default) |
Kind: global class
Creates Concrete design ultimate configuration (CSA standard)
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate configuration number, can be undefined |
| surfaces_no | Array | Assigned surfaces numbers, can be undefined |
| members_no | Array | Assigned members numbers, can be undefined |
| nodes_no | Array | Assigned nodes numbers, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
Returns: Ultimate configuration index
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
Returns: Ultimate configuration object
Sets Name
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate configuration name, can be undefined |
Sets Consider internal forces for concrete design
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_axial_forces | Boolean | Axial forces, can be undefined (is not set, true as default) |
| property_member_bending_moments_my | Boolean | Bending moment in Y, can be undefined (is not set, true as default) |
| property_member_bending_moments_mz | Boolean | Bending moment in Z, can be undefined (is not set, true as default) |
| property_member_torsional_moments | Boolean | Torsional moments, can be undefined (is not set, true as default) |
| property_member_shear_forces_vy | Boolean | Shear forces in Y, can be undefined (is not set, true as default) |
| property_member_shear_forces_vz | Boolean | Shear forces in Z, can be undefined (is not set, true as default) |
Sets Internal Force Reduction in z-Direction
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_redistribution_of_moments_in_continuous_flexural_members | Boolean | Redistribution of moments in continuous flexural members acc. to 9.2.4, can be undefined (is not set, false as default) |
| property_member_reduction_of_moments_or_dimensioning_for_moments_at_face_of_monolithic_support | Boolean | Reduction of moments or dimensioning for moments at face of a monolithic support, can be undefined (is not set, false as default) |
| property_member_reduction_of_shear_at_support | Boolean | Reduction of shear at the support acc. to 11.3.2, can be undefined (is not set, true as default) |
Sets Required longitudinal reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_OPTIMIZED_DISTRIBUTION, TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT, OPTIMIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, OPTIMIZED_PROVIDED_REINFORCEMENT as default) |
| property_member_reinforcement_diameter_for_preliminary_design | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user-defined value), can be undefined (is not set as default, otherwise MAX_OF_ALL as default) |
| property_member_increase_of_tension_required_reinforcement_due_to_shear | Boolean | Increase of required tension reinforcement due to shear acc. to 11.3.9.2, can be undefined (is not set, true as default) |
Sets Factors
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_strength_reduction_factor_concrete | Number | Strength reduction factors acc. to 8.4 - Concrete factor, van be undefined (is not set, 0.65 as default) |
| property_member_strength_reduction_factor_reinforcing | Number | Strength reduction factors acc. to 8.4 - Reinforcing factor, can be undefined (is not set, 0.85 as default) |
| property_member_strength_reduction_factor_concrete_stress_strain_relationship | Number | Strength reduction factors acc. to 8.4 - Concrete stress-strain relationship factor acc. to 10.1.6, can be undefined (is not set, 0.9 as default) |
Sets Minimum Reinforcement Acc. to Standard
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_minimum_longitudinal_reinforcement | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_minimum_construction_reinforcement | Boolean | Minimum construction reinforcement, can be undefined (is not set, true as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| shear_reinforcement | String | Use required longitudinal reinforcement (REQUIRED) Use provided longitudinal reinforcement (PROVIDED) |
Sets Shear and Torsion Reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| determination_type | String | Determination of β and θ acc. to 11.3.6, can be undefined (is not set, GENERAL_METHOD as default) - General method acc. to 11.3.6.4 (GENERAL_METHOD) - Values for special members acc. to 11.3.6.2 (SPECIAL_MEMBERS) |
| property_member_beta | Number | Factor accounting for shear resistance of cracked concrete, can be undefined (is not set, 0.21 as default) |
| property_member_theta | Number | Angle of inclination of diagonal compressive stresses to longitudinal axis of member, can be undefined (is not set, 0.42 as default) |
Sets Sets Depth Limitation of Neutral Axis
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 10.5.2, can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation_user_value | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user number value), can be undefined (is not set, AUTOMATICALLY as default) |
Sets Calculation setting
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_nett_concrete_area | Boolean | Net concrete area, can be undefined (true as default) |
Sets Epoxy factor
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| epoxy_factor_type | String | Epoxy factor type, can be undefined (is not set, UNCOATED_OR_ZINC_COATED as default) - Epoxy-coated reinforcement (EPOXY_COATED_OR_ZINC) - Uncoated reinforcement (UNCOATED_OR_ZINC_COATED) |
Sets Unbraced Column
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_stability_index_qy | Number | Stability index for story in y-direction, can be undefined (is not set, 0.05 as default) |
| property_stability_index_qz | Number | Stability index for story in z-direction, can be undefined (is not set, 0.05 as default) |
Sets Required Reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_stability_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, UNIFORMLY_SURROUNDING as default) |
| reinforcement_diameter_for_preliminary_design_user_value | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user number value), can be undefined (is not set, MAX_OF_ALL as default) |
Sets Design method
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| optimization_type | String | Design method optimization type, can be undefined (is not set, YES as default) - No optimization of design internal forces (NO) - Optimization of design internal forces (YES) |
Sets Internal Forces Diagram Used for Design
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_subtraction_of_rib_components | Boolean | Subtraction of rib components for the ULS calculation and for the analytic method of SLS calculation, can be undefined (true as default) |
Sets Factors
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_surface_strength_reduction_factor_concrete | Number | Strength reduction factors acc. to 8.4 - Concrete factor, can be undefined (is not set, 0.65 as default) |
| property_surface_strength_reduction_factor_reinforcing | Number | Strength reduction factors acc. to 8.4 - Reinforcing factor, can be undefined (is not set, 0.85 as default) |
| property_surface_strength_reduction_factor_concrete_stress_strain_relationship | Number | Strength reduction factors acc. to 8.4 - Concrete stress-strain relationship factor acc. to 10.1.6, can be undefined (is not set, 0.90 as default) |
Sets Minimum longitudinal reinforcement acc. to standard
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_minimum_longitudinal_reinforcement_acc_to_standard | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| reinforcement_type | String | Minimum longitudinal reinforcement acc. to standard type, can be undefined (is not set, PLATES as default) - Minimum longitudinal reinforcement for plates acc. to 7.8.1 (PLATES) - Minimum longitudinal reinforcement for walls acc. to 14.1.8.5 and 14.1.8.6 (WALLS) |
| min_reinforcement_direction | String | Direction of minimum reinforcement, can be undefined (is not set, MAIN_TENSION_ELEMENT as default) - On main tension side (MAIN_TENSION_ELEMENT) - In tension direction (MAIN_TENSION_SURFACE) - Defined (DEFINED) |
| min_reinforcement_direction_user_values | Array | User-defined direction of minimum reinforcement ([φ1(-z), φ2(-z), φ1(+z), φ2(+z)]), can be undefined (if not set, all values are true by default) |
| main_compression_reinforcement_direction | String | Direction of main compression reinforcement, can be undefined (is not set, WITH_MAIN_COMPRESSION_FORCE as default) - Reinforcement direction with the main compression force (WITH_MAIN_COMPRESSION_FORCE) - Defined in reinforcement direction (DEFINED_IN_REINFORCEMENT_DIRECTION) |
| property_surface_reinforcement_defined_direction_phi | String | Reinforcement direction (PHI_1, PHI_2) |
Sets User-defined minimum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_longitudinal_reinforcement_percentage | Boolean | User-defined minimum longitudinal reinforcement percentage, can be undefined (is not set, false as default) |
| property_minimum_reinforcement | Number | Minimum reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_secondary_reinforcement | Number | Minimum secondary reinforcement from main reinforcement direction, can be undefined (is not set, 20% as default) |
| property_minimum_tension_reinforcement | Number | Minimum tension reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_compression_reinforcement | Number | Minimum compression reinforcement, can be undefined (is not set, 0% as default) |
Sets User-defined maximum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_user_defined_maximum_longitudinal_reinforcement_percentage | Boolean | User-defined maximum longitudinal reinforcement percentage, can be undefined (is not set, true as default) |
| property_user_defined_maximum_longitudinal_reinforcement_percentage_value | Number | Maximum reinforcement, can be undefined (is not set, 4% as default) |
Sets Minimum shear reinforcement acc. to 11.2.8.1
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement, can be undefined (is not set, true as default) |
Sets User-defined minimum shear reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_shear_reinforcement_percentage | Boolean | Minimum shear reinforcement percentage, can be undefined (is not set, false as default) |
| property_user_defined_minimum_shear_reinforcement_percentage_value | Number | Minimum reinforcement, can be undefined, (is not set, 0% as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| required_shear_reinforcement | String | Required Shear Reinforcement value, can be undefined (is not set, REQUIRED as default) - Use required longitudinal reinforcement (REQUIRED) - Use provided longitudinal reinforcement (PROVIDED) - Automatically increase required longitudinal reinf. to avoid shear reinf. (AUTOMATICALLY) |
Set Shear reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| determination_method | String | Determination of β and θ acc. to 11.3.6, can be undefined (is not set, GENERAL_METHOD as default) - General method acc. to 11.3.6.4 (GENERAL_METHOD) - Values for special surfaces acc. to 11.3.6.2 (SPECIAL_SURFACES) |
| property_surface_beta | Number | β, can be undefined (is not set, 0.21 as default) |
| property_surface_theta | Number | θ, can be undefined (is not set, 42 as default) |
Sets Depth Limitation of Neutral Axis
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 10.5.2, can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation_user_value | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user number value), can be undefined (is not set, AUTOMATICALLY as default) |
Sets Punching Load
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_node_used_punching_load_for_columns | String/Number | Used punching load for columns (SINGLE_FORCE, SMOOTHED_SHEAR_FORCE or user-defined value), can be undefined (is not set, SINGLE_FORCE as default) - Single force from column / load / nodal support (SINGLE_FORCE) - Smoothed shear force over the defined perimeter (SMOOTHED_SHEAR_FORCE) |
| property_node_used_punching_load_for_walls | String/Number | Used punching load for walls (SMOOTHED_SHEAR_FORCE or user-defined value), can be undefined (is not set, SMOOTHED_SHEAR_FORCE as default) - Smoothed shear force over the defined perimeter (SMOOTHED_SHEAR_FORCE) |
| property_node_distance_to_perimeter_used_for_integration_for_columns | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
| property_node_distance_to_perimeter_used_for_integration_for_walls | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
Sets Additional Parameters
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_node_minimum_spacing_of_reinforcement_perometers | Number | Minimum spacing of reinforcement perimeters, can be undefined (is not set, 0.1 as default) |
Sets Factors
Kind: instance method of ConcreteDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_node_strength_reduction_factor_concrete | Number | Strength reduction factors acc. to 8.4 - Concrete factor, can be undefined (is not set, 0.65 as default) |
| property_node_strength_reduction_factor_reinforcing | Number | Strength reduction factors acc. to 8.4 - Shear and torsion, can be undefined (is not set, 0.85 as default) |
Kind: global class
Creates Concrete design ultimate configuration (EN standard)
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate configuration number, can be undefined |
| surfaces_no | Array | Assigned surfaces numbers, can be undefined |
| members_no | Array | Assigned members numbers, can be undefined |
| nodes_no | Array | Assigned nodes numbers, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignUltimateConfigurationEN
Returns: Ultimate Configuration index
Kind: instance method of ConcreteDesignUltimateConfigurationEN
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate configuration name, can be undefined |
Sets Consider internal forces for concrete design
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_axial_forces | Boolean | Axial forces, can be undefined (is not set, true as default) |
| property_member_bending_moments_my | Boolean | Bending moment in Y, can be undefined (is not set, true as default) |
| property_member_bending_moments_mz | Boolean | Bending moment in Z, can be undefined (is not set, true as default) |
| property_member_torsional_moments | Boolean | Torsional moments, can be undefined (is not set, true as default) |
| property_member_shear_forces_vy | Boolean | Shear forces in Y, can be undefined (is not set, true as default) |
| property_member_shear_forces_vz | Boolean | Shear forces in Z, can be undefined (is not set, true as default) |
Sets Reduction of internal forces in z-direction
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_consideration_of_limited_moment_redistribution_of_the_supporting_moments | Boolean | Consideration of limited moment redistribution of the supporting moments according to 5.5, can be undefined (is not set, false as default) |
| property_member_reduction_of_the_moments_or_dimensioning_for_the_moments_at_the_face_of_a_monolithic_support | Boolean | Reduction of the moments or dimensioning for the moments at the face of a monolithic support according to 5.3.2.2, can be undefined (is not set, false as default) |
| property_member_reduction_of_the_shear_forces_in_the_support_face_and_distance | Boolean | Reduction of the shear forces in the support face and distance d acc. to 6.2.1(8), can be undefined (is not set, true as default) |
| property_member_reduction_of_the_shear_forces_with_concentrated_load | Boolean | Reduction of the shear forces with concentrated load acc. to 6.2.2(6) and 6.2.3(8), can be undefined (is not set, false as default) |
| property_member_consideration_of_minimum_eccentricity | Boolean | Consideration of minimum eccentricity acc. to 6.1(4), can be undefined (is not set, false as default) |
Sets Required longitudinal reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_OPTIMIZED_DISTRIBUTION, TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT, OPTIMIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, OPTIMIZED_PROVIDED_REINFORCEMENT as default) |
| property_member_reinforcement_diameter_for_preliminary_design | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user-defined value), can be undefined (is not set as default, otherwise MAX_OF_ALL as default) |
| property_member_reinforcement_distribute_over_slab | Boolean | Distribute reinforcement evenly over complete slab width, can be undefined (is not set, false as default) |
| property_member_reinforcement_distribute_over_slab_reduced_width | Number | Distribute reinforcement evenly over complete slab width - Distribute the tensile reinforcement in the slab over a width of, can be undefined (is not set, 100% as default) |
| property_member_include_tensile_force_due_to_shear_in_required_longitudinal_reinforcement | Boolean | Include tensile force due to shear in required longitudinal reinforcement, can be undefined (is not set, true as default) |
Sets Detailing and particular rules
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_minimum_longitudinal_reinforcement | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_user_defined_minimum_longitudinal_reinforcement_area | Boolean | User-defined minimum longitudinal reinforcement area, can be undefined (is not set, true as default) |
| property_member_minimum_reinforcement_area | Boolean | Minimum reinforcement area, can be undefined (is not set, true as default) |
| property_member_top_minimum_reinforcement_area | Number | Top reinforcement area, can be undefined (is not set, 0.0 as default) |
| property_member_bottom_minimum_reinforcement_area | Number | Bottom reinforcement area, can be undefined (is not set, 0.0 as default) |
| property_member_total_minimum_reinforcement_area | Number | Total reinforcement area, can be undefined (is not set, 0.0 as default) |
| property_member_minimum_reinforcement_percentage | Boolean | Minimum reinforcement percentage |
| property_member_total_minimum_percentage_reinforcement_area | Number | Total reinforcement area, can be undefined (is not set, 0.0 as default) |
| property_member_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_use_compression_longitudinal_reinforcement_for_maximum_stirrup_spacing | Boolean | Compression longitudinal reinforcement for maximum stirrup spacing acc. to 9.2.1.2(3), can be undefined (is not set, false as default) |
| property_member_compression_longitudinal_reinforcement_for_maximum_stirrup_spacing | String | Considered longitudinal reinforcement (MAXIMUM_STIRRUP_SPACING_REQUIRED, MAXIMUM_STIRRUP_SPACING_PROVIDED), can be undefined (is not set, MAXIMUM_STIRRUP_SPACING_REQUIRED as default) |
| property_member_minimum_construction_reinforcement | Boolean | Minimum construction reinforcement acc. to 9.2.1.2(1), 9.2.1.4(1). Requires design support of the type ‘Concrete’ with a monolithic connection to calculate the design check. Can be undefined (is not set, true as default) |
| property_member_design_check_for_tensile_force_in_longitudinal_reinforcement | Boolean | Design check for tensile force in longitudinal reinforcement, including tension due to shear acc. to 9.2.1.3(2), can be undefined (is not set, true as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| shear_reinforcement | String | Use required longitudinal reinforcement (REQUIRED) Use provided longitudinal reinforcement (PROVIDED) Automatically increase required longitudinal reinf. to avoid shear reinf. (AUTOMATICALLY) |
Sets Shear Joint
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_shear_joint_design | Boolean | Design of shear joint, can be undefined (is not set, true as default) |
| analysis_method | String | Analytical with shear force Vz,Ed and β-factor acc. to Eq. 6.24 (Mz,Ed not considered) (ANALYTICAL_WITH_SHEAR_FORCE) or General integration of axial stresses into section parts (GENERAL_INTEGRATION_OF_AXIAL_STRESSES) |
| property_member_shear_joint_fatigue_or_dynamic_loads | Boolean | Fatigue or dynamic loads acc. to 6.2.5 (5), can be undefined (is not set, false as default) |
| property_member_shear_joint_normal_stress_across_joint_surfaces | Number | Normal stress across joint surfaces (tension negative), can be undefined (0.0 as default) |
| property_member_shear_joint_design_of_flange_connections_on_segmented_cross_sections | Boolean | Design of flange connections on segmented cross-sections, can be undefined (false as default) |
Sets Neutral Axis Depth Limitation
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider neutral axis depth limitation acc. to 5.6.2(2), 5.6.3(2), can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation | Number | Value of neutral axis depth limitation, can be undefined (is not set, 0.45 as default) |
Sets Calculation setting
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_member_net_concrete_area | Boolean | Net concrete area, can be undefined (true as default) |
Sets Fiber Concrete
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| fiber_concrete_effect | String | Fiber concrete effect, can be undefined (is not set, BENDING_AND_SHEAR_DESIGN as default) - In bending and shear design (BENDING_AND_SHEAR_DESIGN) - In torsion design (TORSION_DESIGN) |
| property_member_fiber_concrete_material_model_for_tension_strains | * | Material model for tension strains (SDL1, SDL2, SDL3), can be undefined (is not set, SDL1 as default) |
| property_member_fiber_concrete_size_factor_kfg_calculate_from_tension_area | * | Size factor κfG calculated from tension area Afct, can be undefined (is not set, true as default) |
Sets Limiting slenderness about y-axis
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_stability_determine_factor_ay | Boolean | Determine factor Ay, can be undefined (is not set, false as default) |
| property_stability_determined_factor_ay | Number | Determined factor Ay, can be undefined (is not set, 0.7 as default) |
| property_stability_determine_factor_by | Boolean | Determine factor By, can be undefined (is not set, false as default) |
| property_stability_determined_factor_by | Number | Determined factor By, can be undefined (is not set, 1.1 as default) |
| property_stability_determine_factor_cy | Boolean | Determine factor Cy, can be undefined (is not set, false as default) |
| property_stability_determined_factor_cy | Number | Determined factor Cy, can be undefined (is not set, 0.7 as default) |
Sets Limiting slenderness about z-axis
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_stability_determine_factor_az | Boolean | Determine factor Az, can be undefined (is not set, false as default) |
| property_stability_determined_factor_az | Number | Determined factor Az, can be undefined (is not set, 0.7 as default) |
| property_stability_determine_factor_bz | Boolean | Determine factor Bz, can be undefined (is not set, false as default) |
| property_stability_determined_factor_bz | Number | Determined factor Bz, can be undefined (is not set, 1.1 as default) |
| property_stability_determine_factor_cz | Boolean | Determine factor Cz, can be undefined (is not set, false as default) |
| property_stability_determined_factor_cz | Number | Determined factor Cz, can be undefined (is not set, 0.7 as default) |
Sets Load Distribution
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_stability_structural_system_of_isolated_columns | Boolean | Structural system of isolated columns, can be undefined (is not set, true as default) |
| property_stability_number_of_effective_columns | Boolean | Number of effective columns, can be undefined (is not set, 2 as default) |
Sets Biaxial Bending
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_stability_separate_design_in_each_principal_direction_acc_5_8_9 | Boolean | Separate design in each principal direction acc. to 5.8.9, can be undefined (is not set, false as default) |
| property_stability_use_simplified_criterion_acc_5_39 | Boolean | Use simplified criterion acc. to Equation 5.39, can be undefined (is not set, false as default) |
Sets Required Reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_stability_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, UNIFORMLY_SURROUNDING as default) |
| reinforcement_diameter_for_preliminary_design_user_value | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user number value), can be undefined (is not set, MAX_OF_ALL as default) |
Sets Design method
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| optimization_type | String | Design method optimization type, can be undefined (is not set, YES as default) - No optimization of design internal forces (NO) - Optimization of design internal forces (YES) |
Sets Internal Forces Diagram Used for Design
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_subtraction_of_rib_components | Boolean | Subtraction of rib components for the ULS calculation and for the analytic method of SLS calculation, can be undefined (true as default) |
Sets Minimum longitudinal reinforcement acc. to standard
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_minimum_longitudinal_reinforcement_acc_to_standard | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| reinforcement_type | String | Minimum longitudinal reinforcement acc. to standard type, can be undefined (is not set, PLATES as default) - Minimum longitudinal reinforcement for plates acc. to 9.3.1 (PLATES) - Minimum longitudinal reinforcement for walls acc. to 9.6 (WALLS) |
| min_reinforcement_direction | String | Direction of minimum reinforcement, can be undefined (is not set, MAIN_TENSION_ELEMENT as default) - Direction with main tension in the element (MAIN_TENSION_ELEMENT) - Direction with main tension in the surface (MAIN_TENSION_SURFACE) - Defined (DEFINED) |
| min_reinforcement_direction_user_values | Array | User-defined direction of minimum reinforcement ([φ1(-z), φ2(-z), φ1(+z), φ2(+z)]), can be undefined (if not set, all values are true by default) |
| main_compression_reinforcement_direction | String | Direction of main compression reinforcement, can be undefined (is not set, WITH_MAIN_COMPRESSION_FORCE as default) - Reinforcement direction with the main compression force (WITH_MAIN_COMPRESSION_FORCE) - Defined in reinforcement direction (DEFINED_IN_REINFORCEMENT_DIRECTION) |
| property_surface_reinforcement_defined_direction_phi | String | Reinforcement direction (PHI_1, PHI_2) |
Sets User-defined minimum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_longitudinal_reinforcement_percentage | Boolean | User-defined minimum longitudinal reinforcement percentage, can be undefined (is not set, false as default) |
| property_minimum_reinforcement | Number | Minimum reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_secondary_reinforcement | Number | Minimum secondary reinforcement from main reinforcement direction, can be undefined (is not set, 20% as default) |
| property_minimum_tension_reinforcement | Number | Minimum tension reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_compression_reinforcement | Number | Minimum compression reinforcement, can be undefined (is not set, 0% as default) |
Sets Maximum longitudinal reinforcement acc. to standard
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_maximum_longitudinal_reinforcement_acc_to_standard | Boolean | Maximum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| reinforcement_type | String | Maximum longitudinal reinforcement type, can be undefined (is not set, PLATES as default) - Maximum longitudinal reinforcement for plates acc. to 9.3.1 (PLATES) - Maximum longitudinal reinforcement for walls acc. to 9.6 (WALLS) |
Sets User-defined maximum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_user_defined_maximum_longitudinal_reinforcement_percentage | Boolean | User-defined maximum longitudinal reinforcement percentage, can be undefined (is not set, true as default) |
| property_user_defined_maximum_longitudinal_reinforcement_percentage_value | Number | Maximum reinforcement, can be undefined (is not set, 4% as default) |
Sets Minimum shear reinforcement acc. to 9.3.2
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement, can be undefined (is not set, true as default) |
Sets User-defined minimum shear reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_shear_reinforcement_percentage | Boolean | Minimum shear reinforcement percentage, can be undefined (is not set, false as default) |
| property_user_defined_minimum_shear_reinforcement_percentage_value | Number | Minimum reinforcement, can be undefined, can be undefined (is not set, 0% as default) |
Sets Required Longitudinal Reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_surface_include_tensile_force_due_to_shear_in_required_longitudinal_reinforcement | Boolean | Include tensile force due to shear in required longitudinal reinforcement, can be undefined (true as default) |
Sets Required Shear Reinforcement - Shear Capacity
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| required_shear_reinforcement | String | Required Shear Reinforcement value, can be undefined (is not set, REQUIRED as default) - Use required longitudinal reinforcement (REQUIRED) - Use provided longitudinal reinforcement (PROVIDED) - Automatically increase required longitudinal reinf. to avoid shear reinf. (AUTOMATICALLY) |
Sets Neutral Axis Depth Limitation
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_surface_consider_neutral_axis_depth_limitation | Boolean | Consider neutral axis depth limitation acc. to 5.6.2(2), 5.6.3(2), can be undefined (true as default) |
| property_surface_value_of_neutral_axis_depth_limitation | Number | Value of neutral axis depth limitation, can be undefined (is not set, 0.45 as default) |
Sets Fiber Concrete
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_surface_fiber_concrete_material_model_for_tension_strains | String | Concrete - Material model for tension strains (SDL1, SDL2, SDL3), can be undefined (is not set, SDL1 as default) |
| property_surface_fiber_concrete_model_for_compression | String | Concrete - Model for compression (PARABOLIC_RECTANGULAR, MODEL_PARABOLIC), can be undefined (is not set, PARABOLIC_RECTANGULAR as default) |
| property_surface_fiber_concrete_material_model | String | Reinforcement - Material model (BILINEAR_HARDENING, BILINEAR_YIELDING), can be undefined (is not set, BILINEAR_HARDENING as default) |
Sets Structural Element
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_structure_element_type | String | Structural element type (AUTO, SLAB, FOUNDATION), can be undefined (is not set, AUTO as default) |
Sets Punching Load - Columns
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_used_punching_load_for_columns | String | Used punching load for columns (SINGLE_FORCE, SMOOTHED_SHEAR_FORCE, UNSMOOTHED_SHEAR_FORCE, USER_DEFINED), can be undefined (is not set, SINGLE_FORCE as default) |
| property_node_used_defined_value_of_punching_force | Number | User defined value of punching force, can be undefined (is not set, 100 kN as default) |
| property_node_direction_of_punching_force | String | Direction of punching force (DETERMINE, PLUS_Z, MINUS_Z), can be undefined (is not set, DETERMINE as default) |
| property_node_used_punching_load_inside_critical_perimeter_for_columns | Boolean | Consider surface load inside critical perimeter, can be undefined (is not set, false as default) |
| property_user_defined_load_inside_critical_perimeter_factor_for_columns | Boolean | User-defined surface load inside critical perimeter, can be undefined (is not set, false as default) |
| property_node_load_inside_critical_perimeter_factor_for_columns | Number | User-defined Load inside critical perimeter factor for columns, can be undefined (is not set, 10 kn/m2 as default) |
Sets Punching Load - Walls
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_used_punching_load_for_walls | String | Used punching load for walls, can be undefined (is not set, SMOOTHED_SHEAR_FORCE as default) |
| property_node_used_punching_load_inside_critical_perimeter_for_walls | Boolean | Consider surface load inside critical perimeter, can be undefined (is not set, false as default) |
| property_user_defined_load_inside_critical_perimeter_factor_for_walls | Boolean | User-defined surface load inside critical perimeter, can be undefined (is not set, false as default) |
| property_node_load_inside_critical_perimeter_factor_for_walls | Number | User-defined load inside critical perimeter factor for walls, can be undefined (is not set, 12 kN/m2 as default) |
Sets Punching load - Deductible surface load for slab
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_deductible_surface_load_for_slab | Boolean | Deductible surface load for slab, can be undefined (is not set, false as default) |
| surface_load_for_slab_type | String | Used punching load for walls (AUTOMATICALLY, USER_DEFINED), can be undefined (is not set, AUTOMATICALLY as default) |
| property_node_deductible_portion_for_slab | Number | Deductible portion, can be undefined (is not set, 100% as default) |
| property_node_deductible_portion_for_slab_user_defined_value | Number | User-defined deductible portion for slab value, can be undefined (is not set, 10 kN/m2 as default) |
| property_node_distance_deductible_surface | String | Distance of deductible surface (L_W_OUT, K_D), can be undefined (is not set, L_W_OUT as default) |
| property_node_multiple_static_depth_for_slab | String | Multiple static depth (k * d), can be undefined (is not set, 1 as default) |
Sets Loaded Area of Punching Node
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_define_loaded_area_for_punching_node_type_column | Boolean | Define loaded area for punching node type "Column", can be undefined (is not set, false as default) |
| property_node_shape_of_loaded_area | String | Shape of loaded area (RECTANGULAR, CIRCULAR), can be undefined (is not set, RECTANGULAR as default) |
| shape_parameters | Array | [Width in direction x, Width in direction y, Rotation] array for RECTANGULAR shape of loaded area - [Diameter] array for CIRCULAR shape of loaded area |
| property_node_define_wall_thicknesses_for_punching_node_type_wall | Boolean | Define wall thicknesses for punching node type "Wall", can be undefined (is not set, false as default) |
| property_node_wall_thickness_1 | Number | Wall thickness 1 (Wall End, Wall Corner), can be undefined (is not set, 0.24 m as default) |
| property_node_wall_thickness_2 | Number | Wall thickness 2 (Wall Corner), can be undefined (is not set, 0.2 m as default) |
Sets Basic control perimeter
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_define_critical_section_for_slab | Boolean | Define critical section for slab, can be undefined (is not set, false as default) |
| property_node_distance | Number | Distance, can be undefined (is not set, 0.29 m as default) |
Sets Mean effective depth
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_define_region_of_detection_of_effective_depth | Boolean | The minimum effective depth is used for the calculation in this area, can be undefined (is not set, false as default) |
| property_node_distance_from_loading_area | Number | Distance from loading area, can be undefined (is not set, 0.5 m as default) |
| property_node_column_penetration | Boolean | Column penetration reduces mean effective depth, can be undefined (is not set, false as default) |
| property_node_penetration_on_top_side | Number | Penetration on top side (-z), can be undefined (is not set, 0.02 m as default) |
| property_node_penetration_on_bottom_side | Number | Penetration on bottom side (+z), can be undefined (is not set, 0.02 m as default) |
Sets Punching shear reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_punch_s_r_min | Number | Minimum Spacing of Reinforcement Perimeters, can be undefined (is not set, 0.1 m as default) |
| property_node_define_perimeter | Boolean | Define perimeter, can be undefined (is not set, false as default) |
| property_node_define_sections_for_analysis_of_punching_shear_reinforcement | Boolean | Define sections for analysis of punching shear reinforcement, can be undefined (is not set, false as default) |
| property_node_number_of_inner_control_perimeters | Number | Number of inner control perimeter, can be undefined (is not set, 2 as default) |
| property_node_define_distance_to_loaded_area | Boolean | Distance to load area, can be undefined (is not set, false as default) |
| property_node_first_distance | Number | 1st distance, can be undefined (is not set, 0.3 m as default) |
| property_node_radial_spacing | Number | Radial spacing, can be undefined (is not set, 0.2 m as default) |
| property_node_define_outer_control_perimeter | Boolean | Define outer control perimeter, can be undefined (is not set, false as default) |
| property_node_distance_of_outer_control_perimeter_to_loaded_area | Number | Distance to load area, can be undefined (is not set, 2 m as default) |
Sets Additional Parameters
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_variable_thickness_definition | String/Number | Definition of variable thickness (AUTO or user-defined number), can be undefined (is not set, AUTO as default) |
| property_node_reference_surfaces_thickness | String/Number | Thickness of reference surfaces (MINIMUM_THICKNESS, MAXIMUM_THICKNESS, SELECTED or user-defined value), can be undefined (is not set, MINIMUM_THICKNESS as default) |
| property_node_reference_surface_no | Number | Reference surface No., can be undefined (is not set, 1 as default) |
Sets Axial Force Definition
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_axial_force | String/Number | Axial force (DETERMINE or user-value magnitude), can be undefined (is not set, DETERMINE as default) |
Sets Required Punching Reinforcement - Punching Shear Capacity
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| reinforcement_type | String | Required Punching Reinforcement - Punching Shear Capacity (REQUIRED, PROVIDED, CALCULATED), can be undefined (is not set, CALCULATED as default) - Use required longitudinal reinforcement (REQUIRED) - Use provided longitudinal reinforcement (PROVIDED) - Calculate required longitudinal reinforcement to avoid punching reinforcement or fulfill Eq. 6.52 (CALCULATED) |
Sets Minimum Reinforcement Acc. to Standard
Kind: instance method of ConcreteDesignUltimateConfigurationEN
| Param | Type | Description |
|---|---|---|
| property_node_minimum_punching_reinforcement | Boolean | Minimum punching reinforcement acc. to 9.4.3(2), can be undefined (true as default) |
Kind: global class
Creates Concrete design ultimate configuration (SP standard)
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate configuration number, can be undefined |
| surfaces_no | Array | Assigned surfaces numbers, can be undefined |
| members_no | Array | Assigned members numbers, can be undefined |
| nodes_no | Array | Assigned nodes numbers, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignUltimateConfigurationSP
Returns: Ultimate Configuration index
Kind: instance method of ConcreteDesignUltimateConfigurationSP
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate configuration name, can be undefined |
Sets Consider internal forces for concrete design
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_axial_forces | Boolean | Axial forces, can be undefined (is not set, true as default) |
| property_member_bending_moments_my | Boolean | Bending moment in Y, can be undefined (is not set, true as default) |
| property_member_bending_moments_mz | Boolean | Bending moment in Z, can be undefined (is not set, true as default) |
| property_member_torsional_moments | Boolean | Torsional moments, can be undefined (is not set, true as default) |
| property_member_shear_forces_vy | Boolean | Shear forces in Y, can be undefined (is not set, true as default) |
| property_member_shear_forces_vz | Boolean | Shear forces in Z, can be undefined (is not set, true as default) |
Sets Factors of Concrete Service Conditions Acc. to 6.1.12
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_effect_of_loading_duration | Boolean | a) effect of loading duration |
| property_member_placing_concrete_in_vertical_position | Boolean | c) placing concrete in vertical position (depth of layer 1.5m) |
| property_member_cellular_concretes_in_dependence_on_moisture_content | Boolean | d) cellular concretes in dependence on moisture content |
| property_member_alternate_of_freezing_and_thawing | Boolean | e) alternate of freezing and thawing |
Sets Reductions of Internal Forces in z-Direction
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_reduction_of_the_shear_forces_in_the_support_face_and_distance | Boolean | Reduction of the shear forces in the support face and distance ccrit, can be undefined (is not set, true as default) |
| property_member_consideration_of_minimum_eccentricity | Boolean | Consideration of minimum eccentricity acc. to 7.1.7, can be undefined (is not set, false as default) |
Sets Required longitudinal reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_OPTIMIZED_DISTRIBUTION, TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT, OPTIMIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, OPTIMIZED_PROVIDED_REINFORCEMENT as default) |
| property_member_reinforcement_diameter_for_preliminary_design | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user-defined value), can be undefined (is not set as default, otherwise MAX_OF_ALL as default) |
Sets Types of Design Sections for Shear and Torsion Design Checks
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| section_type | String | Type of Design Sections for Shear and Torsion Design Checks, can be undefined (is not set, INCLINED_SECTION as default) - Inclined section acc. to Eq. 8.56 / Spatial section acc. to Eq. 8.67 (INCLINED_SECTION) - Normal section acc. to Eq. 8.60 / Simplified criterium acc. to Eq. 8.75 (NORMAL_SECTION) |
Sets Required Reinforcement - Moment in Inclined Section Acc. to 8.1.35
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_designed_type_of_reinforcement | String | Designed type of reinforcement (LONGITUDINAL, TRANSVERSE), can be undefined (is not set, LONGITUDINAL as default) |
| property_member_used_reinforcement_for_moment_resistance | String | Used reinforcement for moment resistance (REQUIRED, PROVIDED), can be undefined (is not set, REQUIRED as default) |
Sets Minimum Reinforcement Acc. to Standard
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_minimum_longitudinal_reinforcement | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| property_member_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement acc. to standard, can be undefined (is not set, true as default) |
Sets Sets Depth Limitation of Neutral Axis
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 8.1.5, 8.1.6, can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation_user_value | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user number value), can be undefined (is not set, AUTOMATICALLY / 0.800 as default) |
Sets Calculation setting
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_nett_concrete_area | Boolean | Net concrete area, can be undefined (true as default) |
Sets Slenderness
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_limiting_slenderness_y | String/Number | Limiting slenderness about y-axis (DEFINED_AS_STANDARD or user-defined value), can be undefined (is not set, DEFINED_AS_STANDARD as default) |
| property_stability_limiting_slenderness_z | String/Number | Limiting slenderness about z-axis (DEFINED_AS_STANDARD or user-defined value), can be undefined (is not set, DEFINED_AS_STANDARD as default) |
Sets Members with Rectangular Section and Low Slenderness
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_limit_value_of_inner_normal_force | Boolean | Limit value of inner normal force acc. to 8.1.16, can be undefined (true as default) |
Sets Biaxial Bending
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_separate_design_in_each_principal_direction | Boolean | Separate design in each principal direction, can be undefined (is not set, false as default) |
| property_stability_use_simplified_criterion_for_biaxial_bending | Boolean | Use simplified criterion for biaxial bending, can be undefined (is not set, false as default) |
| property_stability_use_interaction_curves_method | Boolean | Use interaction curve method, can be undefined (is not set, false as default) |
Sets Load directions
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_vertical_load_horizontal_load_ratio_in_y_direction | Number | Vertical load / horizontal load ratio in y-direction, can be undefined (is not set, 0.50 as default) |
| property_stability_vertical_load_horizontal_load_ratio_in_z_direction | Number | Vertical load / horizontal load ratio in z-direction, can be undefined (is not set, 0.50 as default) |
Sets Long-term load component
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_ratio_long_term_total_load_in_y_direction | Number | Ratio long-term / total load in y-direction, can be undefined (is not set, 0.50 as default) |
| property_stability_ratio_long_term_total_load_in_z_direction | Number | Ratio long-term / total load in z-direction, can be undefined (is not set, 0.50 as default) |
Sets Required Reinforcement
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_stability_reinforcement_layout | String | Reinforcement layout (TOP_BOTTOM_SYMMETRICAL_DISTRIBUTION, IN_CORNERS_SYMMETRICAL_DISTRIBUTION, UNIFORMLY_SURROUNDING, FACTORIZED_PROVIDED_REINFORCEMENT), can be undefined (is not set, UNIFORMLY_SURROUNDING as default) |
| reinforcement_diameter_for_preliminary_design_user_value | String/Number | Reinforcement diameter for preliminary design (MAX_OF_ALL or user number value), can be undefined (is not set, MAX_OF_ALL as default) |
Sets Design method
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| optimization_type | String | Design method optimization type, can be undefined (is not set, YES as default) - No optimization of design internal forces (NO) - Optimization of design internal forces (YES) |
Sets Internal Forces Diagram Used for Design
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_subtraction_of_rib_components | Boolean | Subtraction of rib components for the ULS calculation and for the analytic method of SLS calculation, can be undefined (true as default) |
Sets Minimum longitudinal reinforcement acc. to standard
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_minimum_longitudinal_reinforcement_acc_to_standard | Boolean | Minimum longitudinal reinforcement acc. to standard, can be undefined (is not set, true as default) |
| reinforcement_type | String | Minimum longitudinal reinforcement acc. to standard type, can be undefined (is not set, PLATES as default) - Minimum longitudinal reinforcement for plates acc. to 10.3.5, 10.3.6 (PLATES) - Minimum longitudinal reinforcement for walls acc. to 10.3.5, 10.3.6 (WALLS) |
| min_reinforcement_direction | String | Direction of minimum reinforcement, can be undefined (is not set, MAIN_TENSION_ELEMENT as default) - Direction with main tension in the element (MAIN_TENSION_ELEMENT) - Direction with main tension in the surface (MAIN_TENSION_SURFACE) - Defined (DEFINED) |
| min_reinforcement_direction_user_values | Array | User-defined direction of minimum reinforcement ([φ1(-z), φ2(-z), φ1(+z), φ2(+z)]), can be undefined (if not set, all values are true by default) |
| main_compression_reinforcement_direction | String | Direction of main compression reinforcement, can be undefined (is not set, WITH_MAIN_COMPRESSION_FORCE as default) - Reinforcement direction with the main compression force (WITH_MAIN_COMPRESSION_FORCE) - Defined in reinforcement direction (DEFINED_IN_REINFORCEMENT_DIRECTION) |
| property_surface_reinforcement_defined_direction_phi | String | Reinforcement direction (PHI_1, PHI_2) |
Sets User-defined minimum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_longitudinal_reinforcement_percentage | Boolean | User-defined minimum longitudinal reinforcement percentage, can be undefined (is not set, false as default) |
| property_minimum_reinforcement | Number | Minimum reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_secondary_reinforcement | Number | Minimum secondary reinforcement from main reinforcement direction, can be undefined (is not set, 20% as default) |
| property_minimum_tension_reinforcement | Number | Minimum tension reinforcement, can be undefined (is not set, 0% as default) |
| property_minimum_compression_reinforcement | Number | Minimum compression reinforcement, can be undefined (is not set, 0% as default) |
Sets User-defined maximum longitudinal reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_user_defined_maximum_longitudinal_reinforcement_percentage | Boolean | User-defined maximum longitudinal reinforcement percentage, can be undefined (is not set, true as default) |
| property_user_defined_maximum_longitudinal_reinforcement_percentage_value | Number | Maximum reinforcement, can be undefined (is not set, 4% as default) |
Sets Minimum shear reinforcement acc. to 10.3.13
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_minimum_shear_reinforcement | Boolean | Minimum shear reinforcement, can be undefined (is not set, true as default) |
Sets User-defined minimum shear reinforcement percentage
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_user_defined_minimum_shear_reinforcement_percentage | Boolean | Minimum shear reinforcement percentage, can be undefined (is not set, false as default) |
| property_user_defined_minimum_shear_reinforcement_percentage_value | Number | Minimum reinforcement, can be undefined, (is not set, 0% as default) |
Sets Neutral Axis Depth Limitation
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_member_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 8.1.5, 8.1.6, can be undefined (is not set, false as default) |
| property_member_value_of_neutral_axis_depth_limitation_user_value | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user number value), can be undefined (is not set, AUTOMATICALLY as default) |
Sets Punching Load
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_node_used_punching_load_for_columns | String/Number | Used punching load for columns (SINGLE_FORCE, SMOOTHED_SHEAR_FORCE or user-defined value), can be undefined (is not set, SINGLE_FORCE as default) |
| property_node_direction_of_punching_force_for_columns | String | Direction of punching force (DETERMINE, PLUS_Z, MINUS_Z), can be undefined (is not set, DETERMINE as default) |
| property_node_used_punching_load_for_walls | String/Number | Used punching load for walls (SMOOTHED_SHEAR_FORCE or user defined value), can be undefined (is not set, SMOOTHED_SHEAR_FORCE as default) |
| property_node_direction_of_punching_force_for_walls | String | Direction of punching force (DETERMINE, PLUS_Z, MINUS_Z), can be undefined (is not set, DETERMINE as default) |
| property_node_distance_to_perimeter_used_for_integration_for_columns | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
| property_node_distance_to_perimeter_used_for_integration_for_walls | Number | Distance to perimeter used for integration (k * d), can be undefined (is not set, 2.0 as default) |
Sets Additional Parameters - Perimeter
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_node_define_perimeter | Boolean | Perimeter defined, can be undefined (is not set, false as default) |
| property_node_distance | Number | Distance, can be undefined (is not set, 0.29 as default) |
| property_node_define_iterative_critical_section_for_foundation | Boolean | Define iterative critical section for foundation, can be undefined (is not set, false as default) |
| property_node_distance_of_iterative_critical_section_for_foundation_to_loaded_area | Number | Distance to load area, can be undefined (is not set, 0.29 as default) |
| property_node_define_sections_for_analysis_of_punching_shear_reinforcement | Boolean | Define sections for analysis of punching shear reinforcement, can be undefined (is not set, false as default) |
| property_node_number_of_inner_control_perimeters | Number | Number, can be undefined (is not set, 2 as default) |
| property_node_define_distance_to_loaded_area | Boolean | Distance to load area, can be undefined (is not set, false as default) |
| property_node_first_distance | Number | 1st distance, can be undefined (is not set, 0.3 as default) |
| property_node_radial_spacing | Number | Radial spacing, can be undefined (is not set, 0.2 as default) |
| property_node_define_outer_control_perimeter | Boolean | Define outer control perimeter, can be undefined (is not set, false as default) |
| property_node_distance_of_outer_control_perimeter_to_loaded_area | Number | Distance to load area, can be undefined (2 as default) |
Sets Additional Parameters - Thickness
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_node_variable_thickness_definition | String/Number | Definition of variable thickness (AUTO or user-defined value), can be undefined (is not set, AUTO as default) |
| property_node_reference_surfaces_thickness | String/Number | Thickness of reference surfaces (MINIMUM_THICKNESS, MAXIMUM_THICKNESS, SELECTED or user-defined value), can be undefined (is not set, MINIMUM_THICKNESS as default) |
| property_node_reference_surface_no | Number | Reference surface No., can be undefined (is not set, 1 as default) |
Sets Neutral Axis Depth Limitation
Kind: instance method of ConcreteDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_node_consider_neutral_axis_depth_limitation | Boolean | Consider depth limitation of neutral axis acc. to 8.1.5, 8.1.6, can be undefined (is not set, false as default) |
| property_node_value_of_neutral_axis_depth_limitation | String/Number | Value of neutral axis depth limitation (AUTOMATICALLY or user-defined value), can be undefined (is not set, AUTOMATICALLY/0.8 as default) |
Creates Steel Design Fire resistance Configuration
Creates Steel Design Serviceability Configuration
Creates Steel Design Strength Configuration for AISC code of standard
Creates Steel Design Ultimate Configuration for AS code of standard
Creates Steel Design Ultimate Configuration for BS code of standard
Creates Steel Design Ultimate Configuration for CSA code of standard
Creates Steel Design Ultimate Configuration for EN code of standard
Creates Steel Design Ultimate Configuration for GB code of standard
Creates Steel Design Ultimate Configuration for IS code of standard
Creates Steel Design Ultimate Configuration for NBR code of standard
Creates Steel Design Ultimate Configuration for NTC code of standard
Creates Steel Design Ultimate Configuration for SIA code of standard
Creates Steel Design Ultimate Configuration
Creates Steel Design Fire resistance Configuration
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Fire resistance Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignFireResistanceConfiguration
Returns: Fire resistance Configuration index
Kind: instance method of SteelDesignFireResistanceConfiguration
Returns: Fire resistance Configuration object
Sets Name
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Defines final temperature
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_define_final_temperature | String | Final temperature (MANUALLY, ANALYTICALLY), can be undefined (is not set, ANALYTICALLY as default) |
Sets Fire design settings (Analytically final temperature must be set)
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_required_time_of_fire_resistance | Number | Required time of fire resistance, can be undefined (is not set, 15 min. by default) |
| property_time_interval_of_analysis | Number | Time interval of analysis, can be undefined (is not set, 5.000 s. by default) |
| property_fire_exposure | String | Fire exposure (3_SIDES, ALL_SIDES), can be undefined (is not set, ALL_SIDES by default) |
| property_fire_exposure_3_sides_covered_width_calculated | Boolean | Assume total width of section as covered, can be undefined (is not set, true as default) |
| property_fire_exposure_3_sides_covered_width_user_defined | Boolean | Assume user-defined width of section as covered, can be undefined (is not set, false as default) |
| property_fire_exposure_3_sides_covered_width_user_defined_value | Number | User-defined width, can be undefined (is not set, 0 s. as default) |
Sets Fire protection (Analytically final temperature must be set)
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_protection_type | String | Protection type (CONTOUR, HOLLOW), can be undefined (is not set, CONTOUR as default) |
| property_unit_mass | Number | Unit mass, can be undefined (is not set, 300.00 as default) |
| property_thermal_conductivity | Number | Thermal conductivity, can be undefined (is not set, 0.120 as default) |
| property_specific_heat | Number | Specific heat, can be undefined (is not set, 1200.0 as default) |
| property_thickness | Number | Thickness, can be undefined (is not set, 10.0 as default) |
Temperature curve for determination of temperature of gases (Analytically final temperature must be set)
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_standard_temperature_time_curve | Boolean | Standard temperature-time curve, can be undefined (is not set, true as default) |
| property_external_fire_curve | Boolean | External fire curve, can be undefined (is not set, false as default) |
| property_hydrocarbon_curve | Boolean | Hydrocarbon curve, can be undefined (is not set, false as default) |
| property_coefficient_of_heat_transfer_by_convention | Number | Coefficient of heat transfer by convection, can be undefined (is not set, 25 as default) |
Sets Thermal actions for temperature analysis (Analytically final temperature must be set)
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_configuration_factor | Number | Configuration factor, can be undefined (is not set, 1.000 as default) |
| property_surface_emissivity_of_carbon_steel_member | Number | Surface emissivity of carbon steel member, can be undefined (is not set, 0.700 as default) |
| property_surface_emissivity_of_stainless_steel_member | Number | Surface emissivity of stainless steel member, can be undefined (is not set, 0.400 as default) |
| property_emissivity_of_fire | Number | Emissivity of fire, can be undefined (is not set, 1.000 as default) |
| property_temperature_limit_of_galvanization_effect | Number | Galvanized surface of carbon steel member, Temperature limit of galvanization effect, can be undefined (is not set, 500 as default) |
| property_surface_emissivity_of_carbon_steel_member_with_temperature_below_limit | Number | Galvanized surface of carbon steel member, Surface emissivity of carbon steel member with temperature below, can be undefined (is not set, 0.350 as default) |
Sets Manually final temperature
Kind: instance method of SteelDesignFireResistanceConfiguration
| Param | Type | Description |
|---|---|---|
| property_material_final_temperature | Number | Material final temperature, can be undefined (is not set, 300 as default) |
| property_fire_exposure | String | Fire exposure (3_SIDES, ALL_SIDES), can be undefined (is not set, ALL_SIDES as default) |
| property_member_with_fire_protection | Boolean | Member with fire protection, can be undefined (is not set, false as default) |
Creates Steel Design Serviceability Configuration
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Serviceability configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignServiceabilityConfiguration
Returns: Serviceability configuration index
Kind: instance method of SteelDesignServiceabilityConfiguration
Returns: Serviceability configuration object
Sets Name
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| name | String | Serviceability configuration name, can be undefined |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit_characteristic | Number | Beam limits - action combination, characteristic, can be undefined (is not set, 300 as default) |
| property_sl_beam_limit_frequent | Number | Beam limits - action combination, frequent, can be undefined (is not set, 200 as default) |
| property_sl_beam_limit_quasi_permanent | Number | Beam limits - action combination, quasi-permanent, can be undefined (is not set, 200 as default) |
| property_sl_cantilever_limit_characteristic | Number | Cantilever limits - action combination, characteristic, can be undefined (is not set, 150 as default) |
| property_sl_cantilever_limit_frequent | Number | Cantilever limits - action combination, frequent, can be undefined (is not set, 100 as default) |
| property_sl_cantilever_limit_quasi_permanent | Number | Cantilever limits - action combination, quasi-permanent, can be undefined (is not set, 100 as default) |
| property_vibration_design | Number | Vibration design, can be undefined (is not set, 5 mm as default) |
| property_lowb_design_of_steel_structure | Boolean | Limitation of web breathing, Design as steel bridge structure acc. to EN 1993-2, 7.4, can be undefined (is not set, false as default) |
| property_lowb_road_bridge | Boolean | Limitation of web breathing, Road bridge, can be undefined (is not set, true as default) |
| property_lowb_railway_bridge | Boolean | Limitation of web breathing, Railway bridge, can be undefined (is not set, false as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit | Number | Beam limits, can be undefined (is not set, 360 as default) |
| property_sl_cantilever_limit | Number | Cantilever limits, can be undefined (is not set, 180 as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit | Number | Beam limits, can be undefined (is not set, 360 as default) |
| property_sl_cantilever_limit | Number | Cantilever limits, can be undefined (is not set, 180 as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit_value | Number | Beam limits, can be undefined (is not set, 360 as default) |
| property_sl_cantilever_limit_value | Number | Cantilever limits, can be undefined (is not set, 180 as default) |
| property_vibration_design | Number | Vibration design, can be undefined (is not set, 5 mm as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit_characteristic_permanent_and_variable | Number | Beam limits acc. to GB 50017, Annex B, permanent and variable, can be undefined (is not set, 1000 as default) |
| property_sl_beam_limit_characteristic_variable | Number | Beam limits acc. to GB 50017, Annex B, variable, can be undefined (is not set, 1000 as default) |
| property_sl_cantilever_limit_characteristic_permanent_and_variable | Number | Cantilever limits acc. to GB 50017, Annex B, permanent and variable, can be undefined (is not set, 500 as default) |
| property_sl_cantilever_limit_characteristic_variable | Number | Cantilever limits acc. to GB 50017, Annex B, variable, can be undefined (is not set, 500 as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit | Number | Beam limits, can be undefined (is not set, 360 as default) |
| property_sl_cantilever_limit | Number | Cantilever limits, can be undefined (is not set, 180 as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit_short_term_effects | Number | Beam limits, short-term effects, can be undefined (is not set, 500 as default) |
| property_sl_beam_limit_long_term_effects | Number | Beam limits, long-term effects, can be undefined (is not set, 250 as default) |
| property_sl_cantilever_limit_short_term_effects | Number | Cantilever limits, short-term effects, can be undefined (is not set, 250 as default) |
| property_sl_cantilever_limit_long_term_effects | Number | Cantilever effects, long-term effects, can be undefined (is not set, 125 as default) |
Sets Design parameters
Kind: instance method of SteelDesignServiceabilityConfiguration
| Param | Type | Description |
|---|---|---|
| property_sl_beam_limit | Number | Beam limits, can be undefined (is not set, 360 as default) |
| property_sl_cantilever_limit | Number | Cantilever limits, can be undefined (is not set, 180 as default) |
Creates Steel Design Strength Configuration for AISC code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Strength Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignStrengthConfigurationAISC
Returns: Strength Configuration index
Kind: instance method of SteelDesignStrengthConfigurationAISC
Returns: Strength Configuration object
Sets Name
Kind: instance method of SteelDesignStrengthConfigurationAISC
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignStrengthConfigurationAISC
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignStrengthConfigurationAISC
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets local buckling
Kind: instance method of SteelDesignStrengthConfigurationAISC
| Param | Type | Description |
|---|---|---|
| property_check_width_thickness_ratio_of_elements_not_defined_in_tab_b4_1b | Boolean | Check of the width-to-thickness ratio of elements not defined in Tab. B4.1b, can be undefined (is not set, false as default) |
| property_unstiffened_elements | Number | Unstiffened elements, can be undefined (is not set, 12.500) |
| property_stiffened_elements | Number | Stiffened elements, can be undefined (is not set, 42.000 as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignStrengthConfigurationAISC
| Param | Type | Description |
|---|---|---|
| property_load_acts_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_acts_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_acts_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_acts_vp_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Creates Steel Design Ultimate Configuration for AS code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationAS
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationAS
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Options
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_options_plastic_design_acc_to_45_and_843 | Boolean | Plastic design acc. to 4.5 and 8.4.3, can be undefined (is not set, false as default) |
| property_options_use_proportioning_method | Boolean | Use proportioning method acc. to 5.12.2, can be undefined (is not set, false as default) |
| property_options_use_alternative_calculation | Boolean | Use alternative calculation acc. to 8.3 and 8.4, can be undefined (is not set, false as default) |
Sets Section manufacture
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_residual_stresses_user_defined | Boolean | User-defined residual stresses to calculate slenderness limits acc. to tab. 5.2 or tab. 6.2.4, can be undefined (is not set, false as default) |
| property_residual_stresses_type | String | Residual stress (SR - stress relieved, HR - hot-rolled or hot -finished, CF - cold-formed, LW - lightly welded longitudinally, HW - heavily welded longitudinally), can be undefined (is not set, Sr as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_vertical_position_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_vertical_position_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_vertical_position_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_vertical_position_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Sets Fabrication of welded sections acc. to tab. 6.3.3 (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationAS
| Param | Type | Description |
|---|---|---|
| property_welded_sections_rolled_flange | Boolean | Rolled flange edges, can be undefined (is not set, true as default) |
| property_welded_sections_flame_cut_flange | Boolean | Flame-cut flange edges, can be undefined (is not set, false as default) |
Creates Steel Design Ultimate Configuration for BS code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationBS
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationBS
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets Limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion_shear_stress | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Options
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| property_options_forced_semi_compact_design | Boolean | Forced semi-compact design, can be undefined (is not set, false as default) |
| property_options_more_exact_method_for_shear_buckling | Boolean | More exact method for shear buckling resistance, can be undefined (is not set, false as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| property_load_acts_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_acts_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_acts_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_acts_vp_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Sets Equivalent uniform moment factors
Kind: instance method of SteelDesignUltimateConfigurationBS
| Param | Type | Description |
|---|---|---|
| property_moment_factors_lateral_torsional_buckling_calculated | Boolean | Factor mLT (acc. to equation from tab. 18), can be undefined (is not set, false as default), must be undefined if property_moment_factors_lateral_torsional_buckling_user_defined is defined |
| property_moment_factors_lateral_torsional_buckling_user_defined | Boolean | Factor mLT (user-defined), can be undefined (is not set, true as default), must be undefined if property_moment_factors_lateral_torsional_buckling_calculated is defined |
| property_moment_factors_lateral_torsional_buckling_user_defined_value | Number | User-defined factor mLT, can be undefined (is not set, 1.000 as default) |
| property_moment_factors_flexural_buckling_major_calculated | Boolean | Factor my (acc. to equation from tab. 26), can be undefined (is not set, false as default), must be undefined if property_moment_factors_flexural_buckling_major_user_defined is defined |
| property_moment_factors_flexural_buckling_major_user_defined | Boolean | Factor my (user-defined), can be undefined (is not set, true as default), must be undefined if property_moment_factors_flexural_buckling_major_calculated is defined |
| property_moment_factors_flexural_buckling_major_user_defined_value | Number | User-defined factor my, can be undefined (is not set, 1.000 as default) |
| property_moment_factors_flexural_buckling_minor_calculated | Boolean | Factor mz (acc. to equation from tab. 26), can be undefined (is not set, false as default), must be undefined if property_moment_factors_flexural_buckling_minor_user_defined is defined |
| property_moment_factors_flexural_buckling_minor_user_defined | Boolean | Factor mz (user-defined), can be undefined (is not set, true as default), must be undefined if property_moment_factors_flexural_buckling_minor_calculated is defined |
| property_moment_factors_flexural_buckling_minor_user_defined_value | Number | User-defined factor mz, can be undefined (is not set, 1.000 as default) |
Creates Steel Design Ultimate Configuration for CSA code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationCSA
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationCSA
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Options
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_options_elastic_design | Boolean | Elastic design also for section class 1 or 2, can be undefined (is not set, false as default) |
| property_options_consider_n_equal_to_1_34 | Boolean | Parameter for compressive resistance acc. to 13.3.1, Consider n = 1.34, can be undefined (is not set, true as default) |
| property_options_consider_n_equal_to_2_24 | Boolean | Parameter for compressive resistance acc. to 13.3.1, Consider n = 2.24, can be undefined (is not set, true as default) |
| property_options_calculate_omega_1_according_to_13_8_6 | Boolean | Coefficient of uniform bending effect, automatically acc. to 13.8.6, can be undefined (is not set, true as default) |
| property_options_set_omega_1_manually | Boolean | Coefficient of uniform bending effect, user-defined value, can be undefined (is not set, false as default) |
| property_options_omega_1_xu_user_defined_value | Number | Value of omega1 in y-direction, can be undefined (is not set, 1.00 as default) |
| property_options_omega_1_yv_user_defined_value | Number | Value of omega1 in z-direction, can be undefined (is not set, 1.00 as default) |
Sets Structure type
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_structure_type_unbraced_frame_y_direction | Boolean | Unbraced frame in y-direction, can be undefined (is not set, false as default) |
| property_structure_type_unbraced_frame_z_direction | Boolean | Unbraced frame in z-direction, can be undefined (is not set, false as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationCSA
| Param | Type | Description |
|---|---|---|
| property_load_act_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_act_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_act_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_act_vp_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Creates Steel Design Ultimate Configuration for EN code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationEC3
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationEC3
Returns: Ultimate Configuration object
Sets name
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets thin-walled analysis design parameters
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_thin_walled_analysis_maximum_number_of_iterations | Number | Maximum number of iterations, can be undefined (is not set, 3 as default) |
| property_thin_walled_analysis_maximum_difference_between_iterations | Number | Maximum difference between iterations, can be undefined (is not set, 1.00% as default) |
| property_thin_walled_analysis_neglect_bending_moments_due_to_shift | Boolean | Neglect bending moments due to the shift of the centroid, can be undefined (is not set, false as default) |
| property_thin_walled_analysis_consider_annex_e | Boolean | Consider effective widths according to EN 1993-1-5, Annex E, can be undefined (is not set, false as default) |
| property_thin_walled_analysis_increase_material_factor | Boolean | For limit c/t of class 3, increase material factor epsilon acc. to 5.5.2(9), can be undefined (is not set, true as default), only when Perform stability design is on |
Sets design parameters options
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_options_elastic_design | Boolean | Elastic design (also for class 1 and class 2 sections), can be undefined (is not set, false as default) |
| property_options_use_verification_for_elastic_design | Boolean | Use verification acc. to equation 6.1 for elastic design, can be undefined (is not set, false as default) |
| property_options_use_linear_interaction | Boolean | Use linear interaction acc. to 6.2.1(7) for section check for M+N, can be undefined (is not set, false as default) |
Sets design of cold-formed sections acc. to EN 1993-1-3
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_design_of_cold_formed_sections_activate | Boolean | Perform design of cold-formed sections, can be undefined (is not set, true as default) |
| property_forming_factor_k | String | Forming factor k acc. to 3.2.2(3) (ROLL_FORMING, OTHER_METHODS_OF_FORMING), can be undefined (is not set, ROLL_FORMING as default) |
Sets design of share buckling Acc. to EN 1993-1-5
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_design_of_shear_buckling_activate | Boolean | Perform design of shear buckling, can be undefined (is not set, true as default) |
Sets stability analyses with second-order internal forces
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_use_gamma_m1 | Boolean | Use gama M1 for determination of the section resistance, can be undefined (is not set, false as default) |
Sets calculation method (Perform stability design is on)
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_structure_type_sway_yy | Boolean | Sway y-y, can be undefined (is not set, false as default) |
| property_structure_type_sway_zz | Boolean | Sway z-z, can be undefined (is not set, false as default) |
| property_gm_enable_also_for_non_i_sections | Boolean | Enable also for non-l-sections, can be undefined (is not set, true as default) |
| property_extensional_methods | Boolean | Extension methods, can be undefined (is not set, false as default) |
| property_interpolation_acc_to_eq_666 | Boolean | Interpolation acc. to Eq. 6.66, Extension method must be on (in case european lateral-torsional buckling curve is defined must be undefined) |
| property_european_lateral_torsional_buckling_curves | Boolean | European lateral-torsional buckling curve, Extension method must be on (in case interpolation is defined must be undefined) |
| property_adapted_method | Boolean | Adapted method (enable double bending), European lateral-torsional buckling curve must be on, can be undefined (is not set, false as default) |
Include second-order effects Acc. to 5.2.2(4) by increasing bending moment about
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_soe_major_y_axis | Boolean | Major x-axis, can be undefined (is not set, false as default) |
| property_soe_major_y_axis_increasing_factor | Number | Increasing factor for major x-axis, Major x-axis must be on, can be undefined (is not set, 1.150 as default) |
| property_soe_minor_z_axis | String | Major z-axis, can be undefined (is not set, false as default) |
| property_soe_minor_z_axis_increasing_factor | Number | Increasing factor for major z-axis, Major z-axis must be on, can be undefined (is not set, 1.150 as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_load_acts_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_acts_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_acts_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_acts_vp_downwards_on_bottom_flange | Boolean | On profile edge (is not set, stabilizing effect) |
Sets parameters for lateral-torsional buckling
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_determine_lateral_torsion_eq_6_56 | Boolean | Always according to Eq. 6.56 general case (conservative), can be undefined (is not set, false as default) |
| property_determine_lateral_torsion_eq_6_56_or_6_57 | Boolean | If possible, according to Eq. 6.57, otherwise according to Eq. 6.56, can be undefined (is not set, true as default) |
| property_determine_lateral_torsion_f_factor | Boolean | Use factor f for modification of chi L, T acc. to 6.3.2.3(2), can be undefined (is not set, true as default) |
| property_perform_design_for_doubly_symmetric_hollow_sections | Boolean | Perform design for non-circular doubly symmetric hollow sections, can be undefined (is not set, true as default) |
Sets Parameters
Kind: instance method of SteelDesignUltimateConfigurationEC3
| Param | Type | Description |
|---|---|---|
| property_param_k_annex_a | Boolean | Method 1 acc. to Annex A, can be undefined (is not set, false as default) |
| property_param_k_annex_b | Boolean | Method 2 acc. to Annex B, can be undefined (is not set, true as default) |
Creates Steel Design Ultimate Configuration for GB code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationGB
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationGB
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Options
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_options_elastic_or_fatigue_design | Boolean | Elastic of fatigue design acc. to 6.1.2 and 8.1.1, can be undefined (is not set, false as default) |
| property_options_take_post_buckling_strength_of_web | Boolean | Post-buckling strength of web for l-shape section acc. to 6.4.1, can be undefined (is not set, false as default) |
| property_options_plastic_design | Boolean | Plastic resistance of section acc. to 10.1, 10.3 and 10.4, can be undefined (is not set, false as default) |
Sets Importance factor of structure
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_importance_factor_is_used | Boolean | Use the importance factor of structure for all load combinations, can be undefined (is not set, true as default) |
| property_importance_factor_value | Number | Importance factor acc. to 3.1.9, can be undefined (is not set, 1.000 as default) |
Sets Partial safety factor of materials from another standard
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_partial_safety_factor_is_user_defined | Boolean | User-defined factor, can be undefined (is not set, false as default) |
| property_partial_safety_factor_value | Number | Partial safety factor, can be undefined (is not set, 1.000 as default) |
Sets Stability analysis (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_stability_analysis_equivalent_member | Boolean | Equivalent member method acc. to 5.3, can be undefined (is not set, true as default) |
| property_stability_analysis_p_delta_second_order | Boolean | Elastic second-order P-Delta method acc. to 5.4, can be undefined (is not set, false as default) |
| property_stability_analysis_direct_method | Boolean | Direct method acc. to 5.5, can be undefined (is not set, false as default) |
Sets Determination of overall stability factor of beams acc. to annex C
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_determination_of_overall_stability_use_approximate_calculation | Boolean | Use approximate calculation acc. to C.0.5 for I- and H-sections, can be undefined (is not set, false as default) |
| property_tolerance_of_ltb_support_distribution | Number | Tolerance for uniform distribution of side supports for tab. C.0.1, can be undefined (is not set, 0.05 as default) |
Sets Distorsional buckling of beams acc. to 6.2.7
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_check_compression_flange | Boolean | Check compression of flange acc. to 6.2.7 for I-sections, can be undefined (true as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_load_acts_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_acts_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_acts_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_acts_vp_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Sets Local stability acc. to 6.3
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_is_compression_flange_torsionally_restrained | Boolean | Torsion of compression flange is restrained, can be undefined (true as default) |
Sets Classification of welded sections acc. to tab. 7.2.1 (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_welded_cross_sections_classification_rolled | Boolean | Rolled flange edges, can be undefined (is not set, true as default) |
| property_welded_cross_sections_classification_flame_cut | Boolean | Flame-cut flange edge, can be undefined (is not set, false as default) |
| property_welded_cross_sections_classification_sheared | Boolean | Shared flange edges, can be undefined (is not set, false as default) |
Sets Classification of general sections acc. to tyb 7.2.1
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_general_cross_sections_buckling_about_y_u | String | Buckling about y/u axis, can be undefined (is not set, C as default) |
| property_general_cross_sections_buckling_about_z_v | String | Buckling about z/v axis, can be undefined (is not set, D as default) |
Sets Connections of Built-up sections with imaginary axes acc. to 7.2.3
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_effective_length_of_built_up_part_l1 | Number | Longitudinal distance of built-up sections joints, can be undefined (is not set, 0.200 as default) |
Sets Equivalent Moment Factors Acc. to 8.2
Kind: instance method of SteelDesignUltimateConfigurationGB
| Param | Type | Description |
|---|---|---|
| property_frame_column_y_u | Boolean | Equivalent Moment Factors Acc. to 8.2, can be undefined (is not set, false as default) |
| property_frame_column_y_u_unbraced | Boolean | The member is considered an unbraced frame column for the calculation of equivalent moment factors acc. to 8.2, can be undefined (is nit set, true as default) |
| property_unbraced_frame_column_beta_m_y_u | NUmber | The user-defined value of the factor is used for the calculation, can be undefined (is not set, 1.0 as default) |
| property_frame_column_y_u_braced | Boolean | The member is considered a braced frame column for the calculation of equivalent moment factors acc. to 8.2, can be undefined (is not set, false as default) |
| property_frame_column_z_v | Boolean | Equivalent Moment Factors Acc. to 8.2, can be undefined (is not set, false as default) |
| property_frame_column_z_v_unbraced | Boolean | The member is considered an unbraced frame column for the calculation of equivalent moment factors acc. to 8.2, can be undefined (is not set, true as default) |
| property_unbraced_frame_column_beta_m_z_v | Number | The user-defined value of the factor set here is used for the calculation, the recommended value is 1.0, can be undefined (is not set, 1.0 as default) |
| property_frame_column_z_v_braced | Boolean | The member is considered a braced frame column for the calculation of equivalent moment factors acc. to 8.2, can be undefined (is not set, false as default) |
| property_cantilever_beta_m_y_u | Number | The equivalent moment factor acc. to 8.2 for calculation of cantilever (settings in effective lengths, βmy), can be undefined (is not set, 1.0 as default) |
| property_cantilever_beta_m_z_v | Number | The equivalent moment factor acc. to 8.2 for calculation of cantilever (settings in effective lengths, βmz), can be undefined (is not set, 1.0 as default) |
Creates Steel Design Ultimate Configuration for IS code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationIS
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationIS
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets Limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Elastic design
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_elastic_design | Boolean | Elastic design (also for class 1 and class 2 sections), can be undefined (true as default) |
Sets Design of shear buckling acc. to 8.4.2
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_activate_shear_buckling | Boolean | Active, can be undefined (is not set, true as default) |
| property_design_of_shear_buckling_method_a | Boolean | Design of shear buckling acc. to 8.4.2.2(a), can be undefined (is not set, true as default) |
| property_design_of_shear_buckling_method_b | Boolean | If possible, design of shear buckling acc. to 8.4.2.2(b), otherwise acc. to 8.4.2.2(a), can be undefined (is not set, false as default) |
Sets Combined axial force and bending moment acc. to 9.3.1.1
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_use_conservative_equation | Boolean | Use conservative equation, can be undefined (true as default) |
Sets Calculation method (Perform stability design is on)
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_structure_type_sway_yy | Boolean | Sway y-y, can be undefined (is not set, false as default) |
| property_structure_type_sway_zz | Boolean | Sway z-z, can be undefined (is not set, false as default) |
Sets Position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationIS
| Param | Type | Description |
|---|---|---|
| property_vertical_position_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_vertical_position_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_vertical_position_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_vertical_position_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect) |
Creates Steel Design Ultimate Configuration for NBR code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationNBR
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationNBR
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationNBR
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationNBR
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationNBR
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion_shear_stress | Number | Shear stress due to torsion (is not set, 0.01 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Options for Design parameters
Kind: instance method of SteelDesignUltimateConfigurationNBR
| Param | Type | Description |
|---|---|---|
| property_reduction_coefficient_c_t | Number | Net area reduction coefficient, can be undefined (is not set, 1.0 as default) |
| property_wall_thickness_reduction | Boolean | Use reduced wall thickness for circular pipes in shear acc. to 5.4.3.6, can be undefined (is not set, true as default) |
Sets Position of positive Transverse load application
Kind: instance method of SteelDesignUltimateConfigurationNBR
| Param | Type | Description |
|---|---|---|
| property_vertical_position_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_vertical_position_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_vertical_position_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_vertical_position_downwards_on_bottom_flange | Boolean | On profile edge (stabilizing effect), can be undefined (is not set, false as default) |
Creates Steel Design Ultimate Configuration for NTC code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationNTC
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationNTC
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationNTC
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Creates Steel Design Ultimate Configuration for SIA code of standard
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationSIA
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationSIA
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationSIA
| Param | Type | Description |
|---|---|---|
| name | String | Ultimate Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationSIA
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (true as default) |
Sets limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationSIA
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_y | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_z | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_y | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_z | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Design parameters options
Kind: instance method of SteelDesignUltimateConfigurationSIA
| Param | Type | Description |
|---|---|---|
| property_options_consider_shear_area_acc_to_5_2_4 | Boolean | Consider shear area acc. to 5.2.4, can be undefined (is not set, false as default) |
| property_options_consider_shear_buckling | Boolean | Consider shear buckling design, can be undefined (is not set, true as default) |
Sets position of positive transverse load application (only one option can be set)
Kind: instance method of SteelDesignUltimateConfigurationSIA
| Param | Type | Description |
|---|---|---|
| property_load_acts_vp_downwards_on_top_flange | Boolean | On profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_load_acts_vp_at_shear_point | Boolean | At shear point, can be undefined (is not set, false as default) |
| property_load_acts_vp_at_center_point | Boolean | At center point, can be undefined (is not set, false as default) |
| property_load_acts_vp_downwards_on_bottom_flange | Boolean | On profile edge (is not set, stabilizing effect) |
Creates Steel Design Ultimate Configuration
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Ultimate Configuration index, can be undefined |
| members_no | Array | List of members assigned, can be undefined |
| member_sets_no | Array | List of member sets assigned, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignUltimateConfigurationSP
Returns: Ultimate Configuration index
Kind: instance method of SteelDesignUltimateConfigurationSP
Returns: Ultimate Configuration object
Sets Name
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| name | String | Fire resistance Configuration name, can be undefined |
Sets general design parameters
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_perform_stability_analysis | Boolean | Perform stability design, can be undefined (is not set, true as default) |
Sets Limit values for special cases design parameters
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_limit_values_tension | Number | Tension, can be undefined (is not set, 0.001 as default) |
| property_limit_values_compression | Number | Compression, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_perpendicular_to_axis_yu | Number | Shear Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_shear_perpendicular_to_axis_zv | Number | Shear Z, can be undefined (is not set, 0.001 as default) |
| property_limit_values_torsion | Number | Shear stress due to torsion, can be undefined (is not set, 0.010 as default) |
| property_limit_values_bending_about_major_axis_yu | Number | Bending about major axis Y, can be undefined (is not set, 0.001 as default) |
| property_limit_values_bending_about_minor_axis_zv | Number | Bending about minor axis Z, can be undefined (is not set, 0.001 as default) |
Sets Service factor
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_service_factor_acc_to_table_1 | Number | Factor acc. to table 1, can be undefined (is not set, 0.90 as default) |
Sets Partial safety factor for material
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_partial_safety_factor_acc_to_table_3 | Number | Factor acc. to table 3, can be undefined (is not set, 1.02 as default) |
Sets Options
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_options_plastic_design | Boolean | Plastic design (class 2 and 3 acc. to SNIP II-23-81), can be undefined (is not set, false as default) |
Sets Load safety coefficient
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_load_safety_coefficient_is_used | Boolean | Use load safety coefficient gama-f as limit for coefficients cy and cz from tab. E.1, can be undefined (is not set, true as default) |
| property_load_safety_coefficient_value | Number | Load safety coefficient gama-f used in tab. E.1, can be undefined (is not set, 1.100 as default) |
Sets Design parameters
Kind: instance method of SteelDesignUltimateConfigurationSP
| Param | Type | Description |
|---|---|---|
| property_tolerance_of_ltb_support_distribution | Number | Tolerance for uniform distribution of side supports for tab. Z.1, can be undefined (is not set, 0.05 as default) |
| property_tolerance_of_concentrated_load_position | Number | Tolerance for position of concentrated load for tab. Z.1, can be undefined (is not set, 0.05 as default) |
| property_vertical_position_downwards_on_top_flange | Boolean | Vertical position on profile edge (destabilizing effect), can be undefined (is not set, true as default) |
| property_vertical_position_downwards_on_bottom_flange | Boolean | Vertical position on profile edge (stabilizing effect), can be undefined (false as default) |
Creates Concrete design Concrete durability
Creates Concrete design effective length
Creates Concrete design punching reinforcement
Creates Concrete design reinforcement direction
Creates Concrete design surface reinforcement
Creates Concrete design Concrete durability
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Concrete durability index, can be undefined |
| members_no | Array | List of members indexes, can be undefined |
| surfaces_no | Array | List of surfaces indexes, can be undefined |
| member_sets_no | Array | List of member sets indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignConcreteDurability
Returns: Concrete durability number
Kind: instance method of ConcreteDesignConcreteDurability
Returns: Concrete durability object
Sets Name
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets no risk of corrosion or attack
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| no_risk_of_corrosion_or_attack | String | No risk of corrosion or attack type (VERY_DRY), can be undefined (is not set, VERY_DRY as default) |
| no_risk_of_corrosion_or_attack_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Corrosion induced by carbonation
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| corrosion_induced_by_carbonation | String | Corrosion induced by carbonation type (DRY_OR_PERMANENTLY_WET, WET_RARELY_DRY, MODERATE_HUMIDITY, CYCLIC_WET_AND_DRY), can be undefined (is not set, DRY_OR_PERMANENTLY_WET as default) |
| corrosion_induced_by_carbonation_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Corrosion induced by chlorides
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| corrosion_induced_by_chlorides | String | Corrosion induced by chlorides (MODERATE_HUMIDITY, WET_RARELY_DRY, CYCLIC_WET_AND_DRY), can be undefined (is not set, MODERATE_HUMIDITY as default) |
| corrosion_induced_by_chlorides_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Corrosion induced by chlorides from sea water
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| corrosion_induced_by_chlorides_from_sea_water | String | Corrosion induced by chlorides from sea water (AIRBORNE_SALT, PERMANENTLY_SUBMERGED, SPLASH_AND_SPRAY_ZONES), can be undefined (is not set, AIRBORNE_SALT as default) |
| corrosion_induced_by_chlorides_from_sea_water_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Freeze/Thaw attack
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| freeze_thaw_attack | String | Freeze/thaw attack (MODERATE_SATURATION_NO_DEICING, MODERATE_SATURATION_DEICING, HIGH_SATURATION_NO_DEICING, HIGH_SATURATION_DEICING), can be undefined (is not set, MODERATE_SATURATION_NO_DEICING as default) |
| freeze_thaw_attack_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Chemical attack
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| chemical_attack | String | Chemical attack (SLIGHTLY_AGGRESSIVE, MODERATELY_AGGRESSIVE, HIGHLY_AGGRESSIVE), can be undefined (is not set, SLIGHTLY_AGGRESSIVE as default) |
| chemical_attack_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Concrete corrosion induced by wear
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| concrete_corrosion_induced_by_wear | String | Concrete corrosion induced ba wear (MODERATE, HIGH, VERY_HIGH), can be undefined (is not set, MODERATE as default) |
| concrete_corrosion_induced_by_wear_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Structural class according to 4.4.1.2(5)
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| increase_design_working_life_from_50_to_100_years_enabled | Boolean | Increase design working life from 50 to 100 years, can be undefined (is not set, false as default) |
| position_of_reinforcement_not_affected_by_construction_process_enabled | Boolean | Position of reinforcement not affected by construction process (slab geometry), can be undefined (is not set, false as default) |
| special_quality_control_of_production_enabled | Boolean | Special quality control of the concrete production, can be undefined (is not set, false as default) |
| air_entrainment_of_more_than_4_percent_enabled | Boolean | Air entrainment of more then 4% according to 4.4.1.2(5), can be undefined (is not set, false as default) |
Sets User-defined structural class
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| userdefined_structural_class | String | User-defined structural class (S1, S2, S3, S4, S5, S6), can be undefined (is not set, S4 as default) |
Sets Reduction of concrete cover for durability - Stainless steel
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| stainless_steel | String/Number | Stainless steel (STANDARD - According to standard, or user-defined value), can be undefined (is not set, STANDARD as default) |
| stainless_steel_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Reduction of concrete cover for durability - Additional protection
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| additional_protection | String/Number | Additional protection (STANDARD - According to standard, or user-defined value), can be undefined (is not set, STANDARD as default) |
| additional_protection_enabled | Boolean | Enable/disable, can be undefined (true as default) |
Sets Allowance for deviation
Kind: instance method of ConcreteDesignConcreteDurability
| Param | Type | Description |
|---|---|---|
| allowance_of_deviation_type | String | Allowance for deviation (STANDARD, DEFINED) |
| concrete_cast_enabled | Boolean | Concrete cast against uneven surfaces according to 4.4.1.3(4), can be undefined (is not set, false as default) |
| concrete_cast | String | Concrete cast (AGAINST_PREPARED_GROUND, DIRECTLY_AGAINST_SOIL), can be undefined (is not set, AGAINST_PREPARED_GROUND as default) |
| userdefined_allowance_of_deviation_factor | Number | User-defined allowance of deviation factor, can be undefined (is not set, 10 mm as default) |
Creates Concrete design effective length
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Concrete design effective length index, can be undefined |
| members_no | Array | List of members indexes, can be undefined |
| member_sets_no | Array | List of member sets indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignEffectiveLength
Returns: Effective length number
Kind: instance method of ConcreteDesignEffectiveLength
Returns: Effective length object
Sets Name
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets Determination type
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| flexural_buckling_about_y | Boolean | Consider effective length for flexural buckling about y (major axis), can be undefined (is not set, true as default) |
| flexural_buckling_about_z | Boolean | Consider effective length for flexural buckling about z (minor axis), can be undefined (is not set, true as default) |
Sets Structure type
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| structure_type_about_axis_y | String | About y-axis (UNBRACED, BRACED, COMBINED (only SP)), can be undefined (is not set, UNBRACED as default) |
| structure_type_about_axis_z | String | About z-axis (UNBRACED, BRACED, COMBINED (only SP)), can be undefined (is not set, UNBRACED as default) |
Sets Nodal supports type for start sequence node
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, FIXED_ALL), can be undefined (if not set, FIXED_IN_Z as default) |
Sets Nodal supports type for end sequence node
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, FIXED_ALL), can be undefined (if not set, FIXED_IN_Z as default) |
Sets Different properties state for nodal supports
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| different_properties | Boolean | Different properties, can be undefined (true as default) |
Inserts Intermediate node with support type
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, FIXED_ALL), can be undefined (if not set, FIXED_IN_Z as default) |
Sets Effective length factors for segment sequence
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| row | Number | Segment sequence row |
| flexural_buckling_y | Number | Flexural buckling y, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_z | Number | Flexural axes z, can be undefined (1.00 as default if it's enabled) |
| braced_flexural_buckling_y | Number | Braced flexural axes y, can be undefined (1.00 as default if it's enabled) |
| braced_flexural_buckling_z | Number | Braced flexural axes z, can be undefined (1.00 as default if it's enabled) |
| unbraced_flexural_buckling_y | Number | Unbraced flexural axes y, can be undefined (1.00 as default if it's enabled) |
| unbraced_flexural_buckling_z | Number | Unbraced flexural axes z, can be undefined (1.00 as default if it's enabled) |
Sets Overwrite effective length for segment sequence
Kind: instance method of ConcreteDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| row | Number | Segment sequence row |
| flexural_buckling_y | Number | Flexural buckling y, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_z | Number | Flexural axes z, can be undefined (1.00 as default if it's enabled) |
| braced_flexural_buckling_y | Number | Braced flexural axes y, can be undefined (1.00 as default if it's enabled) |
| braced_flexural_buckling_z | Number | Braced flexural axes z, can be undefined (1.00 as default if it's enabled) |
| unbraced_flexural_buckling_y | Number | Unbraced flexural axes y, can be undefined (1.00 as default if it's enabled) |
| unbraced_flexural_buckling_z | Number | Unbraced flexural axes z, can be undefined (1.00 as default if it's enabled) |
Creates Concrete design punching reinforcement
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Concrete design punching reinforcement index, can be undefined |
| nodes_no | Array | List of nodes indexes, can be undefined |
| material_no | Array | Material number, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignPunchingReinforcement
Returns: Punching reinforcement number
Kind: instance method of ConcreteDesignPunchingReinforcement
Returns: Punching reinforcement object
Sets Name
Kind: instance method of ConcreteDesignPunchingReinforcement
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets type
Kind: instance method of ConcreteDesignPunchingReinforcement
| Param | Type | Description |
|---|---|---|
| type | String | Type (VERTICAL) |
Sets Placement
Kind: instance method of ConcreteDesignPunchingReinforcement
| Param | Type | Description |
|---|---|---|
| placement_type | String | Placement (UNIFORM, AUTOMATICALLY) |
sets Options
Kind: instance method of ConcreteDesignPunchingReinforcement
| Param | Type | Description |
|---|---|---|
| loading_area_for_single_forces_enabled | Boolean | Load area for single forces, can be undefined (is not set, false as default) |
| longitudinal_reinforcement_from_surface_enabled | Boolean | Longitudinal reinforcement from surface, can be undefined (is not set, true as default) |
Creates Concrete design reinforcement direction
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Concrete design reinforcement direction index, can be undefined |
| surfaces_no | Array | List of surfaces indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignReinforcementDirection
Returns: Reinforcement direction number
Kind: instance method of ConcreteDesignReinforcementDirection
Returns: Reinforcement direction object
Sets Name
Kind: instance method of ConcreteDesignReinforcementDirection
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets Direction type
Kind: instance method of ConcreteDesignReinforcementDirection
| Param | Type | Description |
|---|---|---|
| reinforcement_direction_type | String | Direction type (FIRST_REINFORCEMENT_IN_X, FIRST_REINFORCEMENT_IN_Y, ROTATED) |
Sets Reinforcement direction rotations about z related to x
Kind: instance method of ConcreteDesignReinforcementDirection
| Param | Type | Description |
|---|---|---|
| first_reinforcement_angle | Number | First reinforcement angle |
| second_reinforcement_angle | Number | Second reinforcement angle |
Creates Concrete design surface reinforcement
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Concrete design surface reinforcement index, can be undefined |
| surfaces_no | Array | List of surfaces indexes, can be undefined |
| material_no | Array | Material number, can be undefined |
| reinforcement_type | String | Reinforcement type (MESH, REBAR, STIRRUPS), can be undefined (is not set, REBAR as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of ConcreteDesignSurfaceReinforcement
Returns: Surface reinforcement number
Kind: instance method of ConcreteDesignSurfaceReinforcement
Returns: Surface reinforcement object
Sets Name
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets location type
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| location_type | String | Location type (ON_SURFACE, FREE_RECTANGULAR, FREE_CIRCULAR, FREE_POLYGON) |
Sets Rebar diameter
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| rebar_diameter | Number/String | Rebar diameter |
Sets Rebar diameter
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| rebar_spacing | Number | Rebar spacing |
Sets Rebar auto diameter (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| rebar_diameter_auto_minimum | Number | Minimum diameter, can be undefined (is not set, 10 mm as default) |
| rebar_diameter_auto_maximum | Number | Maximum diameter, can be undefined (is not set, 20 mm as default) |
| rebar_diameter_auto_diameters | String | Diameters for reinforcement (e.g. '8.0, 10.0, 12.0 ...'), can be undefined |
| rebar_diameter_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Sets Rebar auto diameter (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| rebar_spacing_auto_minimum | Number | Minimum spacing, can be undefined (is not set, 0.1 m as default) |
| rebar_spacing_auto_maximum | Number | Maximum spacing, can be undefined (is not set, 0.3 m as default) |
| rebar_spacing_auto_increment | Number | Increment, can be undefined (is not set, 0.1 m as default) |
| rebar_spacing_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Enabled/disabled Additional transverse reinforcement
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_transverse_reinforcement_enabled | Boolean | Enabled/disabled, can be undefined (true as default); |
Sets Additional rebar diameter
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_rebar_diameter | Number | Additional rebar diameter |
Sets Additional rebar spacing
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_rebar_spacing | Number | Additional rebar spacing |
Sets Additional rebar auto diameter (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_rebar_diameter_auto_minimum | Number | Minimum diameter, can be undefined (is not set, 10 mm as default) |
| additional_rebar_diameter_auto_maximum | Number | Maximum diameter, can be undefined (is not set, 20 mm as default) |
| additional_rebar_diameter_auto_diameters | String | Diameters for reinforcement (e.g. '8.0, 10.0, 12.0, 14.0') |
| additional_rebar_diameter_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Sets Additional rebar auto spacing (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_rebar_spacing_auto_minimum | Number | Minimum spacing, can be undefined (is not set, 0.1 m as default) |
| additional_rebar_spacing_auto_maximum | Number | Maximum diameter, can be undefined (is not set, 0.3 m as default) |
| additional_rebar_spacing_auto_increment | Number | Increment, can be undefined (is not set, 0.010 m as default) |
| additional_rebar_spacing_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Sets Stirrups diameter
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| stirrup_diameter | Number | Stirrups diameter |
Sets Stirrups spacing
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| stirrup_spacing | Number | Stirrups spacing |
Sets Stirrups auto diameter (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| stirrup_diameter_auto_minimum | Number | Minimum diameter, can be undefined (is not set, 10 mm as default) |
| stirrup_diameter_auto_maximum | Number | Maximum diameter, can be undefined (is not set, 20 mm as default) |
| stirrup_diameter_auto_diameters | String | Diameters for reinforcement (e.g. '8.0, 10.0, 12.0 ...'), can be undefined |
| stirrup_diameter_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Sets Stirrups auto spacing (geometry, settings)
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| stirrup_spacing_auto_minimum | Number | Minimum spacing, can be undefined (is not set, 0.1 m as default) |
| stirrup_spacing_auto_maximum | Number | Maximum spacing, can be undefined (is not set, 0.3 m as default) |
| stirrup_spacing_auto_increment | Number | Increment, can be undefined (is not set, 0.01 m as default) |
| stirrup_spacing_auto_priority | Number | Priority, can be undefined (is not set, 1 as default) |
Sets Assignments
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| additional_offset_to_concrete_cover_top | Number | Additional offset to concrete cover, Top (-z), can be undefined (if not set, top (-z) and 0.0 mm are set) |
| additional_offset_to_concrete_cover_bottom | Number | Additional offset to concrete cover, Top (-z), can be undefined (if not set, top (-z) and 0.0 mm are set) |
Sets Reinforcement direction
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| reinforcement_direction_type | String | Reinforcement direction (IN_DESIGN_REINFORCEMENT_DIRECTION, PARALLEL_TO_TWO_POINTS), can be undefined (is not set, IN_DESIGN_REINFORCEMENT_DIRECTION as default) |
| design_reinforcement_direction | String | In reinforcement direction of design (A_S_1, A_S_2), can be undefined (if direction type IN_DESIGN_REINFORCEMENT_DIRECTION and direction of design is not set, A_S_1 as default) |
| first_direction_point_1 | Number | Parallel to two points - AX, can be undefined |
| first_direction_point_2 | Number | Parallel to two points - AY, can be undefined |
| second_direction_point_1 | Number | Parallel to two points - BX, can be undefined |
| second_direction_point_2 | Number | Parallel to two points - BY, can be undefined |
Sets Projection
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| projection_coordinate_system | Number | Coordination system, can be undefined (is not set, 1 as default - if any) |
| projection_plane | String | Projection (XY_OR_UV, YZ_OR_VW, XZ_OR_UW), can be undefined (is ot set, XY_OR_UV as default) |
Sets Reinforcement location
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| location_rectangle_type | String | Location rectangle type (CORNER_POINTS, CENTER_AND_SIDES), can be undefined (is not set, CORNER_POINTS as default) |
| value_1 | Number | X1 (CORNER_POINTS) / CX (CENTER_AND_SIDES) |
| value_2 | Number | Y1 (CORNER_POINTS) / CY (CENTER_AND_SIDES) |
| value_3 | Number | X2 (CORNER_POINTS) / center side a (CENTER_AND_SIDES) |
| value_4 | Number | Y2 (CORNER_POINTS) / center side b (CENTER_AND_SIDES) |
| location_rotation | Number | Rectangle rotation about Z |
Sets Reinforcement action region
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| acting_region_from | Number | From, can be undefined (is not set, infinity as default) |
| acting_region_to | Number | To, can be undefined (is not set, infinity as default) |
Sets Reinforcement location
Kind: instance method of ConcreteDesignSurfaceReinforcement
| Param | Type | Description |
|---|---|---|
| polygon_points | Array | Polygon points ([[X1, Y1, (Comment1)], [X2, Y2, (Comment2)], ... [Xn, Yn, (Comment)]]), at least coordinations must be specified |
Creates Steel design boundary condition
Creates Steel design effective length
Creates Steel design Member local section reduction
Creates Steel design boundary condition
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Steel design boundary condition index, can be undefined |
| members_no | Array | List of members indexes, can be undefined |
| member_sets_no | Array | List of member sets indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignBoundaryCondition
Returns: Steel design boundary condition number
Kind: instance method of SteelDesignBoundaryCondition
Returns: Boundary condition internal object
Sets name
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets Nodal supports for start node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Y, TORSION, FIXED_IN_Y_AND_TORSION, FIXED_IN_Y_AND_WARPING, TORSION_AND_WARPING, FIXED_IN_Y_AND_TORSION_AND_WARPING, FIXED_ALL), can be undefined (FIXED_IN_Y_AND_TORSION as default) |
Sets Nodal supports for end node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Y, TORSION, FIXED_IN_Y_AND_TORSION, FIXED_IN_Y_AND_WARPING, TORSION_AND_WARPING, FIXED_IN_Y_AND_TORSION_AND_WARPING, FIXED_ALL), can be undefined (FIXED_IN_Y_AND_TORSION as default) |
Sets individually values for start node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Support in y', can be undefined (is not set, false as default) |
| restraint_about_x | Boolean | Restraint about x', can be undefined (is not set, false as default) |
| restraint_about_z | Boolean | Restraint about z', can be undefined (is not set, false as default) |
| restraint_warping | Boolean | Warping, can be undefined (is not set, false as default) |
Sets individually values for end node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Support in y', can be undefined (is not set, false as default) |
| restraint_about_x | Boolean | Restraint about x', can be undefined (is not set, false as default) |
| restraint_about_z | Boolean | Restraint about z', can be undefined (is not set, false as default) |
| restraint_warping | Boolean | Warping, can be undefined (is not set, false as default) |
Inserts Nodal support intermediate node
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Support in y', can be undefined (is not set, false as default) |
| restraint_about_x | Boolean | Restraint about x', can be undefined (is not set, false as default) |
| restraint_about_z | Boolean | Restraint about z', can be undefined (is not set, false as default) |
| restraint_warping | Boolean | Warping, can be undefined (is not set, false as default) |
Sets Additional parameters for start node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| rotation | Number | Rotation, can be undefined (is not set, 0.00 as default) |
| eccentricity_type_z | String | Type of eccentricity in z-axis (NONE, AT_UPPER_FLANGE, AT_LOWER_FLANGE, USER_VALUE), can be undefined (is not set, USER_VALUE as default) |
| eccentricity_x | Number | Eccentricity in x'-axis, can be undefined (is not set, 0.0 as default) |
| eccentricity_z | Number | Eccentricity in z'-axis, can be undefined (is not set, 0.0 as default) |
Sets Additional parameters for end node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| rotation | Number | Rotation, can be undefined (is not set, 0.00 as default) |
| eccentricity_type_z | String | Type of eccentricity in z-axis (NONE, AT_UPPER_FLANGE, AT_LOWER_FLANGE, USER_VALUE), can be undefined (is not set, USER_VALUE as default) |
| eccentricity_x | Number | Eccentricity in x'-axis, can be undefined (is not set, 0.0 as default) |
| eccentricity_z | Number | Eccentricity in z'-axis, can be undefined (is not set, 0.0 as default) |
Sets Additional parameters for intermediate node
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| row | Number | Row, first intermediate row begins on index 2 |
| rotation | Number | Rotation, can be undefined (is not set, 0.00 as default) |
| eccentricity_type_z | String | Type of eccentricity in z-axis (NONE, AT_UPPER_FLANGE, AT_LOWER_FLANGE, USER_VALUE), can be undefined (is not set, USER_VALUE as default) |
| eccentricity_x | Number | Eccentricity in x'-axis, can be undefined (is not set, 0.0 as default) |
| eccentricity_z | Number | Eccentricity in z'-axis, can be undefined (is not set, 0.0 as default) |
Sets Intermediate nodes state
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| intermediate_nodes | Boolean | Intermediate nodes, can be undefined (true as default) |
Sets Different properties state for nodal supports
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| different_properties_supports | Boolean | Different properties, can be undefined (true as default) |
Sets Hinge releases for start node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| release_in_y | Number | Release in y, can be undefined (is not set, false as default) |
| release_about_x | Number | Release about x, can be undefined (is not set, false as default) |
| release_about_z | Number | Release about z, can be undefined (is not set, false as default) |
| release_warping | Number | Release of warping, can be undefined (is not set, false as default) |
Sets Hinge releases for end node sequence
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| release_in_y | Number | Release in y, can be undefined (is not set, false as default) |
| release_about_x | Number | Release about x, can be undefined (is not set, false as default) |
| release_about_z | Number | Release about z, can be undefined (is not set, false as default) |
| release_warping | Number | Release of warping, can be undefined (is not set, false as default) |
Sets member hinge intermediate node
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| row | Number | Row (intermediate node begins on index 2) |
| release_in_y | Number | Release in y, can be undefined (is not set, false as default) |
| release_about_x | Number | Release about x, can be undefined (is not set, false as default) |
| release_about_z | Number | Release about z, can be undefined (is not set, false as default) |
| release_warping | Number | Release of warping, can be undefined (is not set, false as default) |
Sets Different properties state for member hinges
Kind: instance method of SteelDesignBoundaryCondition
| Param | Type | Description |
|---|---|---|
| different_properties_hinges | Boolean | Different properties, can be undefined (true as default) |
Kind: instance method of SteelDesignBoundaryCondition
Returns: Nodal supports are set correctly
Creates Steel design effective length
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Steel design effective length index, can be undefined |
| members_no | Array | List of members indexes, can be undefined |
| member_sets_no | Array | List of member sets indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignEffectiveLength
Returns: Effective length number
Kind: instance method of SteelDesignEffectiveLength
Returns: Effective length object
Sets Name
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Sets Determination Type
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| flexural_buckling_about_y | Boolean | Consider effective lengths for flexural buckling about y/u, can be undefined (if not set, true as default) |
| flexural_buckling_about_z | Boolean | Consider effective lengths for flexural buckling about z/v, can be undefined (if not set, true as default) |
| torsional_buckling | Boolean | Consider effective lengths for torsional buckling (for all standards except IS, BS and SP ones), can be undefined (if not set, true as default) |
| lateral_torsional_buckling | Boolean | Consider effective lengths for lateral-torsional buckling, can be undefined (if not set, true as default) |
| determination_mcr | String | Determination of elastic critical moment Mcr (for all standards except SP one), values are different along to current code for standard, can be undefined |
Sets Buckling axes
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| principal_section_axes | Boolean | Principal section axes y/u and z/v, can be undefined (if not set, true as default) |
| geometric_section_axes | Boolean | Geometric section axes y and z, can be undefined (if not set, false as default) |
Sets Buckling factor type
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| buckling_factor_type | String | Buckling factor type (THEORETICAL, RECOMMENDED), can be undefined (if not set, THEORETICAL as default) |
Sets Member type
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| member_type | String | Member type (BEAM, CANTILEVER), can be undefined (if not set, BEAM as default) |
| member_type_yy | String | Member type y-y (BEAM, CANTILEVER), can be undefined (if not set, BEAM as default) |
| member_type_zz | String | Member type z-z (BEAM, CANTILEVER), can be undefined (if not set, BEAM as default) |
Sets Effective lengths acc. to standard
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| standard_of_effective_lengths | String | Standard (AISC_360, AISI_S100), can be undefined (if not set, AISC_360 as default) |
Sets Segments fully or partially restrained at both ends
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| moment_modification_restrained_segments_as | String | Moment modification factor αm acc. to 5.6.1.1(a) (BASIC_VALUE, ACC_TO_5611_II, ACC_TO_5611_III, EIGENVALUE_METHOD, USER_DEFINED), can be undefined (if not set, BASIC_VALUE as default) |
| modification_factor_alpha_restrained_segments_as | Number | User defined αm, can be undefined (if not set, 1.00 as default) |
| slenderness_reduction_restrained_segments_as | String | Slenderness reduction factor αs acc. to Eq. 5.6.1.1(2) (ACC_TO_5611, EIGENVALUE_METHOD), can be undefined (if not set, ACC_TO_5611 as default) |
Sets Segments unrestrained at one end
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| moment_modification_unrestrained_segments_as | String | Moment modification factor αm acc. to 5.6.1.1(a) (BASIC_VALUE, ACC_TO_5611_II, USER_DEFINED), can be undefined (if not set, BASIC_VALUE as default) |
| modification_factor_alpha_unrestrained_segments_as | Number | User defined αm, can be undefined (if not set, 1.00 as default) |
| slenderness_reduction_unrestrained_segments_as | String | Slenderness reduction factor αs acc. to 5.6.2 (ACC_TO_5611, EIGENVALUE_METHOD), can be undefined (if not set, ACC_TO_5611 as default) |
Sets Modification factor Cb/ω2 (only for CSA/AISI S100, NBR, CSA standards)
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| modification_factor_cb_aisi | String | Factor type (CB_BASIC_VALUE, AUTOMATICALLY_ACC_TO_EQ_F2112, CB_USER_DEFINED), can be undefined (if not set, CB_BASIC_VALUE as default) |
| modification_factor_cb_aisi_user_defined_value | Number | User-defined value, can be undefined (if not set, 1.5 (Cb), 1.0 (ω2) as default) |
Sets Nodal supports type for start sequence node
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, RESTRAINT_ABOUT_X, FIXED_IN_Z_AND_TORSION, FIXED_IN_Z_Y_AND_TORSION, FIXED_IN_Z_AND_TORSION_AND_WARPING, FIXED_IN_Z_Y_AND_TORSION_AND_WARPING, FIXED_ALL, INDIVIDUALLY), can be undefined (if not set, FIXED_IN_Z_Y_AND_TORSION as default) |
Sets Nodal supports type for end sequence node
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, RESTRAINT_ABOUT_X, FIXED_IN_Z_AND_TORSION, FIXED_IN_Z_Y_AND_TORSION, FIXED_IN_Z_AND_TORSION_AND_WARPING, FIXED_IN_Z_Y_AND_TORSION_AND_WARPING, FIXED_ALL, INDIVIDUALLY), can be undefined (if not set, FIXED_IN_Z_Y_AND_TORSION as default) |
Sets Nodal supports individually values for start sequence node
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Fixed support in y/u, can be undefined (if not set, true as default) |
| support_in_z | Boolean | Fixed support in z/v, can be undefined (if not set, true as default) |
| restraint_about_x | Boolean | Restraint about x, can be undefined (if not set, true as default) |
| restraint_about_z | Boolean | Restraint about z, can be undefined (if not set, false as default) |
| restraint_warping | Boolean | Warping ω, can be undefined (if not set, false as default) |
Sets Nodal supports individually values for end sequence node
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Fixed support in y/u, can be undefined (if not set, true as default) |
| support_in_z | Boolean | Fixed support in z/v, can be undefined (if not set, true as default) |
| restraint_about_x | Boolean | Restraint about x, can be undefined (if not set, true as default) |
| restraint_about_z | Boolean | Restraint about z, can be undefined (if not set, false as default) |
| restraint_warping | Boolean | Warping ω, can be undefined (if not set, false as default) |
Inserts Intermediate node with support type
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_type | String | Support type (NONE, FIXED_IN_Z, FIXED_IN_Y, RESTRAINT_ABOUT_X, FIXED_IN_Z_AND_TORSION, FIXED_IN_Z_Y_AND_TORSION, FIXED_IN_Z_AND_TORSION_AND_WARPING, FIXED_IN_Z_Y_AND_TORSION_AND_WARPING, FIXED_ALL, INDIVIDUALLY), can be undefined (if not set, FIXED_IN_Z_Y_AND_TORSION as default) |
Insert Intermediate node with individually support values
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| support_in_y | Boolean | Fixed support in y/u, can be undefined (if not set, true as default) |
| support_in_z | Boolean | Fixed support in z/v, can be undefined (if not set, true as default) |
| restraint_about_x | Boolean | Restraint about x, can be undefined (if not set, true as default) |
| restraint_about_z | Boolean | Restraint about z, can be undefined (if not set, false as default) |
| restraint_warping | Boolean | Warping ω, can be undefined (if not set, false as default) |
Sets Different properties state for nodal supports
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| different_properties | Boolean | Different properties, can be undefined (true as default) |
Sets Effective length factors for segment sequence
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| row | Number | Segment sequence row |
| flexural_buckling_u | Number | Principal axes u, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_v | Number | Principal axes v, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_y | Number | Geometrical axes y, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_z | Number | Geometrical axes z, can be undefined (1.00 as default if it's enabled) |
| torsional_buckling | Number | Torsional, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling | Number | Lateral-torsional buckling, can be undefined (1.00 as default if it's enabled) |
| critical_moment | Number | Critical moment, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling_top | Number | Lateral-torsional buckling top, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling_bottom | Number | Lateral-torsional buckling bottom, can be undefined (1.00 as default if it's enabled) |
Sets Overwrite effective length for segment sequence
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| row | Number | Segment sequence row |
| flexural_buckling_u | Number | Principal axes u, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_v | Number | Principal axes v, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_y | Number | Geometrical axes y, can be undefined (1.00 as default if it's enabled) |
| flexural_buckling_z | Number | Geometrical axes z, can be undefined (1.00 as default if it's enabled) |
| torsional_buckling | Number | Torsional, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling | Number | Lateral-torsional buckling, can be undefined (1.00 as default if it's enabled) |
| critical_moment | Number | Critical moment, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling_top | Number | Lateral-torsional buckling top, can be undefined (1.00 as default if it's enabled) |
| lateral_torsional_buckling_bottom | Number | Lateral-torsional buckling bottom, can be undefined (1.00 as default if it's enabled) |
Sets Eccentricity
Kind: instance method of SteelDesignEffectiveLength
| Param | Type | Description |
|---|---|---|
| row | Number | Segment sequence row |
| eccentricity_type | String | Eccentricity type (NONE, AT_UPPER_FLANGE, AT_LOWER_FLANGE, USER_VALUE), can be undefined (if not set, NONE as default) |
| eccentricity_ez | Number | User-defined eccentricity value |
Creates Steel design Member local section reduction
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Steel design member local section reduction index, can be undefined |
| members_no | Array | List of members indexes, can be undefined |
| member_sets_no | Array | List of member sets indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of SteelDesignMemberLocalSectionReduction
Returns: Member local section reduction number
Kind: instance method of SteelDesignMemberLocalSectionReduction
Returns: Member local section reduction object
Sets Name
Kind: instance method of SteelDesignMemberLocalSectionReduction
| Param | Type | Description |
|---|---|---|
| name | String | Name, can be undefined (when undefined, generated name is used) |
Adds reduction type and location
Kind: instance method of SteelDesignMemberLocalSectionReduction
| Param | Type | Description |
|---|---|---|
| reduction_type | String | Reduction type (DESIGN_PARAMETERS, SECTION_VALUES), can be undefined (DESIGN_PARAMETERS as default) |
| position | Number | Position |
| multiple | Boolean | Multiple, can be undefined (false as default) |
Sets Design parameters
Kind: instance method of SteelDesignMemberLocalSectionReduction
| Param | Type | Description |
|---|---|---|
| row | Number | Row |
| definition_type | String | Definition type (ABSOLUTE, RELATIVE), can be undefined (ABSOLUTE as default) |
| reduction_area | Number | Area of reduction |
Sets Section values
Kind: instance method of SteelDesignMemberLocalSectionReduction
| Param | Type | Description |
|---|---|---|
| row | Number | Row |
| definition_type | String | Definition type (ABSOLUTE, RELATIVE), can be undefined (ABSOLUTE as default) |
| sectional_area | Number | Net sectional area / Sectional area factor, can be undefined (is not set, 0.1 / 100 as default) |
| shear_area_y | Number | Net shear area y / Shear area y factor, can be undefined (is not set, 0.1 / 100 as default) |
| shear_area_z | Number | Net shear area z / Shear area z factor, can be undefined (is not set, 0.1 / 100 as default) |
| moment_of_inertia_y | Number | Net moment of inertia y / Moment of inertia y factor, can be undefined (is not set, 0.1 / 100 as default) |
| moment_of_inertia_z | Number | Net moment of inertia z / Moment of inertia z factor, can be undefined (is not set, 0.1 / 100 as default) |
| torsional_constant | Number | Net torsional constant / Torsional constant factor, can be undefined (is not set, 0.1 / 100 as default) |
Sets multiple definition
Kind: instance method of SteelDesignMemberLocalSectionReduction
| Param | Type | Description |
|---|---|---|
| row | Number | Row |
| multiple_number | Number | Number, can be undefined (is not set, 2 as default) |
| multiple_offset_definition_type | String | Offset definition type (ABSOLUTE, RELATIVE), can be undefined (is not set, ABSOLUTE as default) |
| multiple_offset | Number | Offset |
+ ← + + Articles + + AnalysisSettings + + → +
Dlubal Dev Docs Modal analysis settings high level function
Kind: global class
Creates modal analysis settings high level function
Returns: Object ModalAnalysisSettings
| Param | Type | Description |
|---|---|---|
| no | Number | unique ID of modal analysis settings |
| solverMethod | String | solver method() |
| beyondFrequency | String | Setting of eigenvectors beyond frequency |
| maximalFrequency | String | Setting of eigenvectors maximal frequency |
| comment | String | Comment, empty by default |
| params | Object | Modal analysis settings parameters, empty by default |
Example
// returns 2
+globalNS.method1(5, 10);
+Creates modal analysis settings
Kind: instance method of ModalAnalysisSettings
Returns: Object ModalAnalysisSettings
| Param | Type |
|---|---|
| no | int |
| name | string |
| numberOfModes | int |
| solverMethod | string |
| typeOfMassMatrix | string |
| massConversion | string |
| actingMasses | array |
| comment | string |
| params | dictionary |
Kind: instance method of ModalAnalysisSettings
Returns: Object ModalAnalysisSettings
| Param | Type |
|---|---|
| no | * |
| name | * |
| effectiveModalMassFactor | * |
| solverMethod | * |
| typeOfMassMatrix | * |
| massConversion | * |
| actingMasses | * |
| comment | * |
| params | * |
Kind: instance method of ModalAnalysisSettings
Returns: Object ModalAnalysisSettings
| Param | Type |
|---|---|
| no | * |
| name | * |
| maxNaturalFrequency | * |
| solverMethod | * |
| typeOfMassMatrix | * |
| massConversion | * |
| actingMasses | * |
| comment | * |
| params | * |
Class for setting up the spectral analysis settings.
Kind: global class
@returns: Object SpectralAnalysisSettings
Constructor creates basic spectral analysis settings
| Param | Type |
|---|---|
| no | * |
| name | * |
| combinationRulePeriodic | * |
| combinationRuleDirectional | * |
| scaledSumDirectionalComponentValue | * |
| useEquivalentLinearCombination | * |
| signedResultsUsingDominantMode | * |
| saveResultsOfAllSelectedModes | * |
| comment | * |
| params | * |
Kind: instance method of SpectralAnalysisSettings
| Param | Type |
|---|---|
| dampingRule | * |
| dampingConstantForEachMode | * |
Kind: instance method of SpectralAnalysisSettings
| Param | Type |
|---|---|
| ruleForMasses | * |
| zeroPeriodicAccelerationType | * |
| userDefinedValue | * |
Kind: instance method of SpectralAnalysisSettings
Returns: No
StabilityAnalysisSettings is a class that represents a stability analysis settings.
Constructor creates a new object of type StabilityAnalysisSettings
Returns: object Stability Analysis Settings
| Param | Type |
|---|---|
| no | * |
| isEigenvalueSolver | * |
| isIncremental | * |
| eigenvalueMethod | * |
| numberOfLowestEigenvalues | * |
| comment | * |
| params | * |
Kind: global class
Creates static analysis settings high level function
Returns: Static Analysis object
| Param | Type | Description |
|---|---|---|
| no | Integer | unique ID of SAS |
| analysisType | String | Analysis setting type ("GEOMETRICALLY_LINEAR", "SECOND_ORDER_P_DELTA", "LARGE_DEFORMATIONS") |
| equationSolver | String | Equation solver ("METHOD_OF_EQUATION_SYSTEM_DIRECT", "METHOD_OF_EQUATION_SYSTEM_ITERATIVE") |
| nonlinearMethod | String | Nonlinear method ("NEWTON_RAPHSON", "NEWTON_RAPHSON_COMBINED_WITH_PICARD", "PICARD", "NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS", "NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS", "DYNAMIC_RELAXATION" ) |
| comment | String | Comment, empty by default |
| params | Object | Static analysis settings parameters, empty by default |
Kind: instance method of StaticAnalysisSettings
Returns: Number of Static analysis setting
Kind: instance method of StaticAnalysisSettings
Returns: Static analysis settings object
Kind: instance method of StaticAnalysisSettings
Returns: Object Static Analysis Settings
| Param | Type |
|---|---|
| no | * |
| name | * |
| equationSolver | * |
| plateBendingTheory | * |
| activeMass | * |
| modifyLoading | * |
| comment | * |
| params | * |
Kind: instance method of StaticAnalysisSettings
Returns: Object Static Analysis Settings
| Param | Type |
|---|---|
| no | * |
| name | * |
| equationSolver | * |
| nonlinearMethod | * |
| maxNumberOfIterations | * |
| numberOfLoadIncrements | * |
| plateBendingTheory | * |
| activeMass | * |
| modifyLoading | * |
| comment | * |
| params | * |
Kind: instance method of StaticAnalysisSettings
Returns: Object Static Analysis Settings
| Param | Type |
|---|---|
| no | * |
| name | * |
| equationSolver | * |
| nonlinearMethod | * |
| maxNumberOfIterations | * |
| numberOfLoadIncrements | * |
| percentageOfIterations | * |
| plateBendingTheory | * |
| activeMass | * |
| modifyLoading | * |
| comment | * |
| params | * |
Class creates WindSimulationSettings object
Basic constuctor
Returns: Object WindSimulationSettings
| Param | Type |
|---|---|
| no | * |
| name | * |
| density | * |
| kinematicViscosity | * |
| consider_turbulence | * |
| turbulenceModel | * |
| memberLoadDistribution | * |
| comment | * |
| params | * |
+ ← + + AddOns + + BasicObjects + + → +
Dlubal Dev Docs Kind: global class
Creates RSECTION Bar
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Bar, can be undefined |
| material_no | Number | Material number |
| layer_no | Number | Layer number |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: instance method of Bar
Returns: Bar's number
Kind: instance method of Bar
Returns: Bar object
Creates Multi uniform Bar
Kind: instance method of Bar
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Bar, can be undefined |
| material_no | Number | Material's number |
| layer_no | Number | Number of layer |
| distance_between_i_and_j_type | String | Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default) |
| diameter | Number | Bar diameter, can be undefined (12 mm as default) |
| offset | Number | Offset, can be undefined (0 by default) |
| number_of_bars | Number | Number of Bars, can be undefined (2 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Multi variable Bar
Kind: instance method of Bar
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Bar, can be undefined |
| material_no | Number | Material's number |
| layer_no | Number | Number of layer |
| distance_between_i_and_j_type | String | Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default) |
| diameter | Number | Bar diameter, can be undefined (12 mm as default) |
| offset | Number | Offset, can be undefined (0 by default) |
| number_of_bars | Number | Number of Bars, can be undefined (2 as default) |
| axial_distance_si | Number | Axial distance of bars, can be undefined (empty by default) |
| axial_distance_sn | Number | Axial distance of bars, can be undefined (100 mm by default) |
| axial_distance_sj | Number | Axial distance of bars, can be undefined (50 mm by default) |
| comment | Number | Comment, can be undefined |
| params | Number | Comment, can be undefined |
Creates Single between two points Bar
Kind: instance method of Bar
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Bar, can be undefined |
| material_no | Number | Material's number |
| layer_no | Number | Number of layer |
| distance_between_i_and_j_type | String | Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default) |
| diameter | Number | Bar diameter, can be undefined (12 mm as default) |
| offset | Number | Offset, can be undefined (0 by default) |
| distance_from_type | Number | Type of distance from - "DISTANCE_FROM_START"or "DISTANCE_FROM_END" |
| distance | Number | Distance between point k and Xj-k |
| relative | Boolean | Distance Xi-k or Xj-k are specified as relative or absolute, can be undefined (true as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Single point Bar
Kind: instance method of Bar
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Bar, can be undefined |
| material_no | Number | Material's number |
| layer_no | Number | Number of layer |
| diameter | Number | Bar diameter, can be undefined (12 mm as default) |
| offset_y | Number | Offset Y, can be undefined (0 as default) |
| offset_z | Number | Offset Z, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: global class
Creates line
Returns: Created line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | List of Node indexes |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Function for getting id of line
Kind: instance method of Line
Returns: Returns line no
Function for getting line object
Kind: instance method of Line
Returns: returns line object
Creates polyline
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | List of Node indexes |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Example
// returns polyline
+var line = new line();
+line.Polyline(1, [1,2]);
+Creates arc line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | List of Node indexes |
| control_point | Array | Control point of arc |
| arc_parameters | Array | Arc's parameters, can be undefined (only one of three parameter can be set, when arc parameter is set, other parameters (control point) will be recalculated) |
| center_of_arc | Array | Center of arc, can be undefined (when center of is set, control point will be recalculated) |
| alpha_adjustement_target | Number | Subsequent adjustment of α by displacing node at: 1 - Beginning of arc 2 - Arc control point 3 - End of arc |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates circle line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| center_of_circle | Array | Center point of circle |
| circle_radius | Number | Radius of circle, can be undefined |
| normal_point | Array | Point of normal ti circle plane, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates elliptical arc line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| control_point_1 | Array | First control point |
| control_point_2 | Array | Second control point |
| perimeter_point | Array | Third control point - perimeter |
| elliptical_arc_alpha | Number | Arc angle α, can be undefined |
| elliptical_arc_beta | Number | Arc angle β, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates ellipse line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | Nodes of ellipse |
| control_point | Array | Control point |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates parabola line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | Nodes of parabola |
| control_point | Array | Control point |
| parabola_alpha | Number | Parabola's parameter α |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates spline
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | Nodes of spline |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Creates NURBS line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | Nodes of NURBS |
| control_points_by_components | Array | Control points |
| nurbs_order | Number | Nurbs order, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Create rectangular polygon
Kind: instance method of Line
Returns: Created rectangular polygon
| Param | Type | Description |
|---|---|---|
| no | int | Number of the line, can be undefined |
| center_point | array | Center point by format |
| length | number | Length |
| width | number | Width |
| plane | string | Plane XY, XZ or YZ, can be undefined |
| comment | string | Comment for the line, can be undefined |
| params | Object | Parameters of the line, can be undefined |
Creates nPolygon
Kind: instance method of Line
Returns: Created nPolygon
| Param | Type | Description |
|---|---|---|
| no | int | Number of the line, can be undefined |
| control_point | array | Control point by format [x, y, z] |
| no_edges | number | Number of edges |
| radius | number | Radius |
| rotation_plane | string | Rotation plane (x-y, x-z), can be undefined (x-y by default) |
| rotation_angle | number | Rotation angle |
| join | string | Join in one "true" or in separate lines "false" |
| comment | string | Comment for the line, can be undefined |
| params | Object | Parameters of the line, can be undefined |
Sets line rotation
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| rotation_values | Number | Rotation values depends on rotation type: 1 - [β] 2 - [help_node_index, rotation_plane ("x-y" |
| rotation_type | Number | Line rotation via: Angle (1), Help node (2), Inside (non-straight line) (3) |
Sets nodes on line
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| values | Array | Nodes on line values in format [[node_1, reference_1, from_start_1, from_end1_1] ... [node_n, reference_n, from_start_n, from_end_1]] |
Sets line supports
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| line_support | Number | Line supports object id |
Sets line mesh refinement
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| line_mesh_refinement | Array | Line mesh refinement object id |
Sets line welded joints
Kind: instance method of Line
| Param | Type | Description |
|---|---|---|
| values | Array | Line welded joints values, [[weld1, surface1,1, surface2,1, surface3,1] ... [weldn, surface1n, surface2n, surface3n]] |
Kind: global class
Returns: lineSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Line Set |
| lines | array | List of the number of the lines |
| comment | string | Comment for the Line Set |
| params | dictionary | Parameters of the Line Set |
Create Continuous Lines lineSet type
Kind: instance method of LineSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Line Set |
| lines | array | List of the number of the lines |
| comment | string | Comment for the Line Set |
| params | dictionary | Parameters of the Line Set |
Create Group of Lines
Kind: instance method of LineSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Line Set |
| lines | array | List of the number of the lines |
| comment | string | Comment for the Line Set |
| params | dictionary | Parameters of the Line Set |
Kind: global class
Create Material
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Material, can be undefined |
| name | String | Name of Material, can be undefined |
| basic_material | String | Basic material type, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Sets base material properties
Kind: instance method of Material
Returns: Modified material
| Param | Type | Description |
|---|---|---|
| modulus_of_elasticity | Number | Modulus of elasticity, can be undefined (value specified by default) |
| shear_modulus | Number | Shear modulus, can be undefined (value specified by default) |
| definition_type | Number | Definition type, can be undefined (value specified by default) |
| poisson_ratio | Number | Poisson's ration, can be undefined (value specified by default) |
| specific_weight | Number | Specific weight, can be undefined (value specified by default) |
| mass_density | Number | Mass density, can be undefined (value specified by default) |
| thermal_coefficient | Number | Coefficient of thermal expansion, can be undefined (value specified by default) |
Kind: global class
Creates member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Kind: instance method of Member
Returns: Member's number
Kind: instance method of Member
Returns: Member object
Creates beam member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates rigid member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates truss member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates truss (only N) member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates tension member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates compression member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates buckling member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates cable member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Creates surface model member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| material_no | Number | Material number |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create result beam member
Kind: instance method of Member
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| result_beam_integrate_stresses_and_forces | String | Stresses and forces type, can be undefined: INTEGRATE_WITHIN_CUBOID_QUADRATIC INTEGRATE_WITHIN_CUBOID_GENERAL INTEGRATE_WITHIN_CYLINDER INTEGRATE_FROM_LISTED_OBJECT |
| result_beam_parameters | Array | Result beam parameters, can be undefined 1 - [Yz] 2 - [Y+, Y-, Z+, Z-] 3 - [R] 4 - undefined |
| included_objects | Array | Included surfaces, members and solids, can be undefined ([true, [1, 2], true]: true = all objects, array of indexes = only specified objects) |
| excluded_objects | Array | Excluded surfaces, members and solids, can be undefined ([undefined, [1, 2], undefined]: array of indexes = only specified objects) |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create definable stiffness member
Kind: instance method of Member
Returns: Created definable stiffness member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| definable_stiffness | Number | Definable stiffness |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create coupling rigid-rigid member
Kind: instance method of Member
Returns: Created coupling rigid-rigid member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create coupling rigid-hinge member
Kind: instance method of Member
Returns: Created coupling rigid-hinge member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create coupling hinge-rigid member
Kind: instance method of Member
Returns: Created coupling hinge-rigid member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create coupling hinge-hinge member
Kind: instance method of Member
Returns: Created coupling hinge-hinge member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Kind: instance method of Member
Returns: object Rib
| Param | Type | Description |
|---|---|---|
| nodes_or_line | Array/Number | List of node indexes or number of line |
| no | Number | Index of member, can be undefined |
| section_start | Number | Section start. Section end is same as section start by default. To set section end specify distribution type. |
| rib_alignment | String | Alignment of rib - "ALIGNMENT_ON_Z_SIDE_NEGATIVE","ALIGNMENT_CENTRIC","ALIGNMENT_ON_Z_SIDE_POSITIVE","ALIGNMENT_USER_DEFINED_VIA_MEMBER_ECCENTRICITY" |
| surface_assignment_autodetect | Boolean | |
| align_axes | Boolean | |
| flange_dimensions | Array | two dimensional array each row could have form [end_ordinate,reference_length_definition_type,reference_length_width,width_minus_y_maximal,width_plus_y_maximal,reference_length,width_minus_y_integrative,width_plus_y_integrative] |
| surfaces | Array | |
| comment | String | |
| params | Object |
Sets nodes on member
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| values | Array | Nodes on member values in format [[node_1, reference_1, from_start_1, from_end1_1] ... [node_n, reference_n, from_start_n, from_end_1]] |
Sets member start and/or member end hinges
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_start_hinge | Number | Member hinge object id at member start, can be undefined |
| member_end_hinge | Number | Member hinge object id at member end, can be undefined |
Sets member start and/or member end eccentricities
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_start_eccentricity | Number | Member eccentricity object id at member start, can be undefined |
| member_end_eccentricity | Number | Member eccentricity object id at member end, can be undefined |
Sets member supports
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_support | Number | Member supports object id |
Sets member nonlinearity
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_nonlinearity | Number | Member nonlinearity object id |
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_result_intermediate_point | Number | member result intermediate point object id |
Sets member start and/or member end extensions
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_start | Array | Member start values, can be undefined ([Δi, αi,y, αi,z]) |
| member_end | Array | Member end values, can be undefined ([Δj, αj,y, αj,z]) |
Sets uniform section distribution
Kind: instance method of Member
Sets linear distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_end | Number | Number of section at end of member |
| section_alignment | String | section_alignment Section alignment (Top, Centric, Bottom), can be undefined (centric as default) |
Sets tapered at both sides distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_internal | Number | Number of section at internal point of member (between start and end) |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_distance_from_start | Array | Member distance ([distance, is_relative]), can be undefined |
| section_distance_from_end | Array | Member distance ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets tapered at start distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_distance_from_start | Array | Member distance ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets tapered at end distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_distance_from_end | Array | Member distance ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets saddle distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_internal | Number | Number of section at internal point of member (between start and end) |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_distance_from_start | Array | Member distance ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets offset at both sides distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_internal | Number | Number of section at internal point of member (between start and end) |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_offset_from_start | Array | Member offset ([distance, is_relative]), can be undefined |
| section_offset_from_end | Array | Member offset ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets offset at start distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| section_start | Number | Number of section at start of member |
| section_end | Number | Number of section at end of member |
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_offset_from_start | Array | Member offset ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Sets offset at end distribution
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| reference_type | String | Reference type (L, XY, XZ), can be undefined |
| section_offset_from_end | Array | Member offset ([distance, is_relative]), can be undefined |
| section_alignment | String | Section alignment (Top, Centric, Bottom), can be undefined (top as default) |
Kind: instance method of Member
Returns: Number of Member
Kind: instance method of Member
Returns: Member object
Enable / disable Design properties for member (Steel design add-on)
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enable / disable Design properties, can be undefined (true as default) |
Sets Via parent member set
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| design_properties_via_parent_member_set | Boolean | Via parent member set, can be undefined (true as default) |
Sets Steel design types (Steel design add-on)
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| steel_effective_lengths_no | Number | Effective length number, can be undefined |
| steel_boundary_conditions_no | Number | Boundary condition number, can be undefined |
| steel_member_local_section_reduction_no | Number | Member local section reduction number, can be undefined |
Sets Steel design configurations (Steel design add-on)
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| member_steel_design_uls_configuration_no | Number | Ultimate configuration number, can be undefined |
| member_steel_design_sls_configuration_no | Number | Serviceability configuration number, can be undefined |
| member_steel_design_fr_configuration_no | Number | Fire resistance configuration number, can be undefined |
Sets Design supports
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| design_support_on_member_start | Number | Design support at member start, can be undefined |
| design_support_on_member_end | Number | Design support at member end, can be undefined |
Sets Deflection analysis
Kind: instance method of Member
| Param | Type | Description |
|---|---|---|
| deflection_check_direction | String | Check direction (LOCAL_AXIS_Z, LOCAL_AXIS_Y, LOCAL_AXIS_Z_AND_Y, RESULTING_AXIS), can be undefined (LOCAL_AXIS_Z_AND_Y as default) |
| deflection_check_displacement_reference | String | Displacement reference (DEFORMED_SEGMENT_ENDS, DEFORMED_UNDEFORMED_SYSTEM), can be undefined (DEFORMED_SEGMENT_ENDS as default) |
| active_z | Boolean | Segment in z-axis - active, can be undefined (true as default) |
| length_z | Number | Segment in z-axis - length, can be undefined (member length as default) |
| precamber_z | Number | Segment in z-axis - precamber, can be undefined (0.0 as default) |
| active_y | Boolean | Segment in y-axis - active, can be undefined (true as default) |
| length_y | Number | Segment in y-axis - length, can be undefined (member length as default) |
| precamber_y | Number | Segment in y-axis - precamber, can be undefined (0.0 as default) |
Kind: global class
Create Member Set
Returns: memberSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Member Set |
| members | array | List of the number of the members |
| comment | string | Comment for the Member Set |
| params | dictionary | Parameters of the Member Set |
Kind: instance method of MemberSet
Returns: Number of member set
Kind: instance method of MemberSet
Returns: Member set object
Enable / disable Design properties for member set (Steel design add-on)
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enable / disable Design properties, can be undefined (true as default) |
Sets Steel design types
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| steel_effective_lengths_no | Number | Effective length number, can be undefined |
| steel_boundary_conditions_no | Number | Boundary condition number, can be undefined |
| steel_member_local_section_reduction_no | Number | Member local section reduction number, can be undefined |
Sets Steel design configurations (Steel design add-on)
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| member_steel_design_uls_configuration_no | Number | Ultimate configuration number, can be undefined |
| member_steel_design_sls_configuration_no | Number | Serviceability configuration number, can be undefined |
| member_steel_design_fr_configuration_no | Number | Fire resistance configuration number, can be undefined |
Create Continuous Member memberSet type
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Member Set |
| members | array | List of the number of the members |
| comment | string | Comment for the Member Set |
| params | dictionary | Parameters of the Member Set |
Create Group of Member memberSet type
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Member Set |
| members | array | List of the number of the members |
| comment | string | Comment for the Member Set |
| params | dictionary | Parameters of the Member Set |
Sets Design supports
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| design_support_on_member_set_start | Number | Design support at member start, can be undefined |
| design_support_on_member_set_end | Number | Design support at member end, can be undefined |
Sets Design supports at internal nodes (Function takes arguments as design properties numbers)
Kind: instance method of MemberSet
Sets Deflection analysis
Kind: instance method of MemberSet
| Param | Type | Description |
|---|---|---|
| deflection_check_direction | String | Check direction (LOCAL_AXIS_Z, LOCAL_AXIS_Y, LOCAL_AXIS_Z_AND_Y, RESULTING_AXIS), can be undefined (LOCAL_AXIS_Z_AND_Y as default) |
| deflection_check_displacement_reference | String | Displacement reference (DEFORMED_SEGMENT_ENDS, DEFORMED_UNDEFORMED_SYSTEM), can be undefined (DEFORMED_SEGMENT_ENDS as default) |
| segments_in_z_axis | Array | Segments in z-axis ([[active_1, length_1, precamber_1], ... [active_n, length_n, precamber_n]]), can be undefined |
| active_y | Boolean | Segment in y-axis - active, can be undefined (true as default) |
| length_y | Number | Segment in y-axis - length, can be undefined (member length as default) |
| precamber_y | Number | Segment in y-axis - precamber, can be undefined (0.0 as default) |
Kind: global class
Create Node
Returns: node
| Param | Type | Description |
|---|---|---|
| no | int | Number of Node |
| coordinate_X | number | Coordinate X |
| coordinate_Y | number | Coordinate Y |
| coordinate_Z | number | Coordinate Z |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Create Standard node
Kind: instance method of Node
| Param | Type | Description |
|---|---|---|
| no | int | Number of Node |
| coordinates | array | Coordinate of node in format [x, y, z] |
| coordinate_system_type | string | Type of Coordinate System |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Create Node between two nodes
Kind: instance method of Node
| Param | Type | Description |
|---|---|---|
| no | int | Number of Node |
| start_node_no | int | Number of start node |
| end_node_no | int | Number of end node |
| node_reference | string | Node Reference |
| parameters | array | List of parameters of node |
| offset_y | number | Offset in Y direction |
| offset_z | number | Offset in Z direction |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Create Node between two points
Kind: instance method of Node
| Param | Type | Description |
|---|---|---|
| no | int | Number of Node |
| start_point | array | Coordinate of start point in format [x, y, z] |
| end_point | array | Coordinate of end point in format [x, y, z] |
| node_reference | string | Node Reference |
| parameters | array | List of parameters of node |
| offset_y | number | Offset in Y direction |
| offset_z | number | Offset in Z direction |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Create Node On Line
Kind: instance method of Node
| Param | Type | Description |
|---|---|---|
| no | int | Number of the Node |
| line_number | int | Number of the Line |
| node_reference | string | Node Reference |
| parameters | array | List of parameters of node |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Create Node on Member
Kind: instance method of Node
| Param | Type | Description |
|---|---|---|
| no | int | Number of the Node |
| member_number | int | Number of member |
| node_reference | string | Node Reference |
| parameters | array | List of parameters of node |
| comment | string | Comment for the Node |
| params | dictionary | Parameters of the Node |
Kind: global class
Create Opening
Returns: opening
| Param | Type | Description |
|---|---|---|
| no | int | Number of Opening |
| boundary_lines | array | Boundary lines of the Opening |
| comment | string | Comment for the Opening |
| params | dictionary | Parameters of the Opening |
Kind: global class
Create RSection Dimensions
Returns: Dimension
| Param | Type | Description |
|---|---|---|
| no | int | Number of Dimension |
| comment | string | Comment for the Dimension |
| params | dictionary | Parameters of the Dimension |
Kind: global class
Create RSection Control Point
Returns: control point
| Param | Type | Description |
|---|---|---|
| no | int | Number of Control Point |
| comment | string | Comment for the Control Point |
| params | dictionary | Parameters of the Control Point |
Kind: global class
Create RSection Element
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| type | String | Type of Element |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates single line Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| boundary_lines | Array | Boundary lines |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection arc Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| points_of_arc | Array | Points numbers of arc Element |
| control_point | Array | Coordinates of control point |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| arc_parameters | Array | Arc parameters, can be undefined |
| arc_center | Array | Coordinates of arc center, can be undefined |
| alpha_adjustment_target | String | Subsequent adjustment of alpha by displacing point at, can be undefined (Beginning of arc by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection circle Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| circle_center | Array | Coordinates of circle center |
| circle_radius | Number | Circle radius |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection ellipse Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| first_point | Number | Number of first point |
| second_point | Number | Number of second point |
| control_point | Array | Control point coordinates |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection parabola Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| points_of_parabola | Array | Points numbers of parabola |
| control_point | Array | Control point |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| parabola_alpha | Number | Angle of the parabola, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection NURBS Element
Kind: instance method of RSectionElement
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| control_points | Array | Control points ([[y1, z1 (, weight1)], [y2, z2, weight2], ...]) |
| nurbs_order | Number | Nurbs order, can be undefine (2 as default) |
| nurbs_knots | Array | Nurbs knots, can be undefined |
| thickness | Number | Thickness, can be undefined (10 mm by default) |
| shear_thickness | Number | Shear thickness, can be undefined (not specified by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Sets thickness and/or shear thickness
Kind: instance method of RSectionElement
Returns: Modified Element
| Param | Type | Description |
|---|---|---|
| thickness | Number | Thickness |
| shear_thickness | Number | Effective thickness for shear transfer, can be undefined |
Kind: global class
Creates RSection Line
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| type | String | Type of line |
| comment | String | Comment for the Line, can be undefined |
| params | Object | Parameters of the Line, can be undefined |
Kind: instance method of RSectionLine
Returns: Line number
Kind: instance method of RSectionLine
Returns: Line object
Creates RSection polyline
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| definition_points | Array | Definition point numbers |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection arc Line
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| points_of_arc | Array | Points numbers of arc lLne |
| control_point | Array | Coordinates of control point |
| arc_parameters | Array | Arc parameters [height, radius, alpha], can be undefined |
| arc_center | Array | Coordinates of arc center, can be undefined |
| alpha_adjustment_target | String | Subsequent adjustment of alpha by displaycing point at, can be undefined (beginning of arc by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection circle Line
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| circle_center | Array | Coordinates of circle center [y, z] |
| circle_radius | Number | Circle radius |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection ellipse Line
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| first_point | Number | Number of first point |
| second_point | Number | Number of second point |
| control_point | Array | Control point coordinates |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection parabola Line
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| points_of_parabola | Array | Points numbers of parabola |
| control_point | Array | Control point |
| parabola_alpha | Number | Angle of the parabola, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection NURBS
Kind: instance method of RSectionLine
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| definition_points | Array | Definition points |
| control_points | Array | Control points [[y1, z1 (, weight1)], [y2, z2, weight2], ...] |
| nurbs_order | Number | Nurbs order, can be undefine (2 as default) |
| nurbs_knots | Array | Nurbs knots, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Sets points on line
Kind: instance method of RSectionLine
| Param | Type | Description |
|---|---|---|
| points_on_line | Array | [[distance1, from_start1, reference1, point_no1], [distance2, from_start2, reference2, point_no2], ...] from_start = true => node distance from start, otherwise distance from end reference - "L" by default point_no - empty by default |
Kind: global class
Creates RSection Opening
Returns: Opening
| Param | Type | Description |
|---|---|---|
| no | int | Number of Opening, can be undefined |
| boundary_lines | Array | Boundary lines |
| comment | string | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates rectangle Opening
Kind: instance method of RSectionOpening
Returns: Rectangle Opening
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Opening, can be undefined |
| top_left_corner | Array | Top let corner specified with y, z coordinates |
| width | Number | Width |
| height | Number | Height |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates triangle Opening
Kind: instance method of RSectionOpening
Returns: Triangle Opening
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Opening, can be undefined |
| first_vertex | Array | First point specified with y, z coordinates |
| second_vertex | Array | Second point specified with y, z coordinates |
| third_vertex | Array | Third point specified with y, z coordinates |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates circle Opening
Kind: instance method of RSectionOpening
Returns: Circle Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Opening, can be undefined |
| center_vertex | Array | Circle center point |
| radius | Number | Circle radius |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates polygon Opening
Kind: instance method of RSectionOpening
Returns: Polygon Opening
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Opening, can be undefined |
| vertex_points | Array | Vertex points specified with y, z coordinates |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: global class
Creates RSection Part
Returns: Part
| Param | Type | Description |
|---|---|---|
| no | int | Number of Part, can be undefined |
| comment | string | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates rectangle Part
Kind: instance method of RSectionPart
Returns: Rectangle Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Part, can be undefined |
| top_left_corner | Array | Top let corner specified with y, z coordinates |
| width | Number | Width |
| height | Number | Height |
| material | Object | Material |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates triangle Part
Kind: instance method of RSectionPart
Returns: Triangle Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Part, can be undefined |
| first_vertex | Array | First point specified with y, z coordinates |
| second_vertex | Array | Second point specified with y, z coordinates |
| third_vertex | Array | Third point specified with y, z coordinates |
| material | Object | Material |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates circle Part
Kind: instance method of RSectionPart
Returns: Circle Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Part, can be undefined |
| center_vertex | Array | Circle center point |
| radius | Number | Circle radius |
| material | Object | Material |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates polygon Part
Kind: instance method of RSectionPart
Returns: Polygon Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Part, can be undefined |
| vertex_points | Array | Vertex points specified with y, z coordinates |
| material | Object | Material |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Part with boundary line
Kind: instance method of RSectionPart
Returns: Part
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Part, can be undefined |
| boundary_lines | Array | Boundary lines |
| material | Object | Material |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Integrates objects to Part
Kind: instance method of RSectionPart
Returns: Modified Part
| Param | Type | Description |
|---|---|---|
| enable | Boolean | Objects are integrated, can be undefined (true as default) |
| automatic_object_detection | Boolean | Objects are integrated automatically, can be undefined (true as default) |
| integrated_openings | Array | Integrated openings |
Returns number of Part
Kind: instance method of RSectionPart
Returns: Number of Part
Kind: global class
Creates RSection Point
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| coordinate_y | Number | Coordinate Y |
| coordinate_z | Number | Coordinate Z |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: instance method of RSectionPoint
Returns: Point number
Kind: instance method of RSectionPoint
Returns: Point object
Returns y coordinate
Kind: instance method of RSectionPoint
Returns z coordinate
Kind: instance method of RSectionPoint
Creates standard RSection Point
Kind: instance method of RSectionPoint
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| coordinate_y | Number | Coordinate Y |
| coordinate_z | Number | Coordinate Z |
| reference_point | Number | Reference point number, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Between two locations RSection Point
Kind: instance method of RSectionPoint
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| start_location | Array | Coordinates for start location [y, z] |
| end_location | Array | Coordinates for end location [y, z] |
| distance_from_start | Number | Distance from start |
| distance_from_end | Number | Distance from end |
| distance_from_start_relative | Boolean | Distance from start point, can be undefined (True as default) |
| reference_type | String | Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default) |
| offset_in_local_direction | Number | Offset in local direction, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Between two points RSection Point
Kind: instance method of RSectionPoint
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| start_point | Object | Number of start point |
| end_point | Object | Number of end point |
| distance_from_start | Number | Distance from start |
| distance_from_end | Number | Distance from end |
| distance_from_start_relative | Boolean | Distance from start point, can be undefined (True asy default) |
| reference_type | String | Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default) |
| offset_in_local_direction | Number | Offset in local direction, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates On lines RSection Point
Kind: instance method of RSectionPoint
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| line | Number | Line number |
| distance_from_start | Number | Distance from start |
| distance_from_end | Number | Distance from end |
| distance_from_start_relative | Boolean | Distance from start point, can be undefined (True as default) |
| reference_type | String | Reference type, can be undefined ("L" by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: global class
Create RSection Stiffener
Returns: Stiffener
| Param | Type | Description |
|---|---|---|
| no | int | Number of Stiffener |
| comment | string | Comment for the Stiffener |
| params | dictionary | Parameters of the Stiffener |
Kind: global class
Create RSection Stress Points
Returns: Stress point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stress point, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Standard Stress point
Kind: instance method of RSectionStressPoint
Returns: Standard Stress point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stress point, can be undefined |
| part_no | Number | Part number |
| reference_stress_point_no | Number | Reference Stress point number, can be undefined |
| non_global_coordinates | Array | Coordinates, can be undefined |
| global_coordinations | Array | Global coordinates, can be undefined |
| element_no | Number | Element number, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Stress point on line
Kind: instance method of RSectionStressPoint
Returns: Stress point on line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stress point, can be undefined |
| line_no | Number | Line number |
| distance_points | Array | Distance between point and start and end points, [from_start, from_end, relative], from_start or from_end can be undefined (but at least one distance must be specified), relative can be undefined (true as default) |
| reference_type | String | Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default) |
| part_no | Number | Part number, van be undefined |
| element_no | Number | Element number, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates stress point on element
Kind: instance method of RSectionStressPoint
Returns: Modified Stress point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stress point, can be undefined |
| element_no | Number | Element number |
| distance_points | Array | Distance between point and start and end points, [from_start, from_end, relative], from_start or from_end can be undefined (but at least one distance must be specified), relative can be undefined (true as default) |
| reference_type | String | Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default) |
| element_side | String | Element side, can be undefined ("MIDDLE" as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: global class
Create RSection Subpanel
Returns: Subpanel
| Param | Type | Description |
|---|---|---|
| no | int | Number of Subpanel |
| comment | string | Comment for the Subpanel |
| params | dictionary | Parameters of the Subpanel |
Kind: global class
Create Section
Returns: Section
| Param | Type | Description |
|---|---|---|
| no | Number | Number of the Section, can be undefined |
| section_name | String | Name of the Section, can be undefined (IPE 300 by default) |
| material_no | Number | Number of the material |
| comment | String | Comment |
| params | Object | Parameters |
Kind: instance method of Section
Returns: Number of Section
Sets section type
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| section_type | String | Section type |
Sets manufacturing type
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| manufacturing_type | String | Manufacturing type |
Sets Section properties
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| area_shear_y | Number | Shear sectional areas, can be undefined |
| area_shear_z | Number | Shear sectional areas, can be undefined |
| warping | Number | Warping, van be undefined |
| width_temperature_load | Number | Width (for non-uniform temperature loads), can be undefined |
| depth_temperature_load | Number | Depth (for non-uniform temperature loads), can be undefined |
Deactivates shear stiffness
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| deactivated | Boolean | Shear stiffness deactivation/activation, can be undefined (true as default) |
Sets Section rotation
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| rotation_angle | Number | Rotation angle |
Sets thin-walled model
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| thin_walled_model | Boolean | Thin-walled model enabling/disabling, can be undefined (true as default) |
Sets US notation for section properties
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| us_spelling_of_properties | Boolean | US notation enabling/disabling, can be undefined (true as default) |
Sets stress smoothing to avoid singularities
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| stress_smoothing_to_avoid_singularities | Boolean | Stress smoothing enabling/disabling, can be undefined (true as default) |
Deactivates warping stiffness
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| deactivated | Boolean | Warping stiffness deactivation/activation, can be undefined (true as default). Torsional Warping add-on must be active. |
Sets cost estimation
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| cost_estimation | Boolean | Cost estimation apply from material enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active. |
Sets Cost estimation values
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| member_weight | Number | Member weight, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_volume | Number | Member volume, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_surface | Number | Member surface, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_length | Number | Member length, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
Sets estimation of CO2 emissions
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| emission_estimation | Boolean | Estimation of CO2 emissions enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active. |
Sets Emission estimation values
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| member_weight | Number | Member weight, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_volume | Number | Member volume, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_surface | Number | Member surface, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
| member_length | Number | Member length, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active. |
Sets optimization
Kind: instance method of Section
Returns: Modified Section
| Param | Type | Description |
|---|---|---|
| optimization | Boolean | Optimization enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active. |
Kind: global class
Create Solid
Returns: Solid
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid |
| boundary_surfaces | array | List of boundary surfaces |
| material | int | Number of material |
| comment | string | Comment for the Solid |
| params | dictionary | Parameters of the Solid |
Create Standard Solid
Kind: instance method of Solid
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid |
| boundary_surfaces | array | List of boundary surfaces |
| material | int | Number of material |
| comment | string | Comment for the Solid |
| params | dictionary | Parameters of the Solid |
Create Gas
Kind: instance method of Solid
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid |
| boundary_surfaces | array | List of boundary surfaces |
| material | int | Number of material |
| gasssolid_no | int | Gass solid index |
| comment | string | Comment for the Solid |
| params | dictionary | Parameters of the Solid |
Create Contact solid
Kind: instance method of Solid
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid |
| boundary_surfaces | array | List of boundary surfaces |
| material | int | Number of material |
| contact_solid_no | int | Contact solid index |
| first_contact_surface | int | Number of first contact surface |
| comment | string | Comment for the Solid |
| params | dictionary | Parameters of the Solid |
Kind: global class
Create Solid Set
Returns: Solid Set
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid Set |
| solids_no | array | List of solids |
| solid_set_type | string | Type of the Solid Set |
| comment | string | Comment for the Solid Set |
| params | dictionary | Parameters of the Solid Set |
Create Continuous Solids solidSet type
Kind: instance method of SolidSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid Set |
| solids_no | array | List of solids |
| comment | string | Comment for the Solid Set |
| params | dictionary | Parameters of the Solid Set |
Create Group of Solids
Kind: instance method of SolidSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Solid Set |
| solids_no | array | List of solids |
| comment | string | Comment for the Solid Set |
| params | dictionary | Parameters of the Solid Set |
Kind: global class
Creates RSECTION Stirrup
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stirrup, can be undefined |
| cover_points_no | Array | Cover points numbers |
| material_no | Number | Material's number |
| diameter | Number | Diameter, can be undefined (8 mm by default) |
| diameter_of_curvature | Number | Diameter of curvature, can be undefined (32 mm by default) |
| mandrel_diameter_factor | Number | Mandrel diameter factor, can be undefined (4.00 by default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: instance method of Stirrup
Returns: Number of Stirrup
Kind: instance method of Stirrup
Returns: Stirrup object
Kind: global class
Creates surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| thickness | Number | Thickness index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Kind: instance method of Surface
Returns: Surface object
Kind: instance method of Surface
Returns: Surface number
Creates standard surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| thickness | Number | Thickness index |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Creates without thickness surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Creates rigid surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Creates membrane surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| thickness | Number | Thickness index |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Creates without membrane tension surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| thickness | Number | Thickness index |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Creates load transfer surface
Kind: instance method of Surface
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| load_transfer_direction | String | Load transfer direction, can be undefined (DIRECTION_IN_X as default) |
| load_distribution | String | Load distribution, can be undefined (UNIFORM as default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Removes influence from members, lines and nodes
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| excluded_members_no | Array | Remove influence from members, can be undefined |
| excluded_parallel_to_members | Array | Remove influence from parallel to members, can be undefined |
| excluded_lines | Array | Remove influence from lines, can be undefined |
| excluded_parallel_to_lines | Array | Remove influence from parallel to lines, can be undefined |
| excluded_nodes | Array | Remove influence from nodes, can be undefined |
Sets Load transfer surface's weight
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| surface_weight | Number | Surface weight |
Sets Load transfer surface's consider member eccentricity
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| consider_member_eccentricity | Boolean | Consider member eccentricity enabled/disabled, can be undefined (true as default) |
Sets Load transfer surface's consider section distribution
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| consider_section_distribution | Boolean | Consider section distribution enabled/disabled, can be undefined (true as default) |
Sets load transfer surface's advance distribution
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| stripe_width | Number | Strip width, can be undefined (0.01 as default) |
| sampling_factor | Number | Sampling factor, can be set only with varying load distribution, can be undefined (0.02 as default) |
| enabled | Boolean | Advance distribution enabled/disabled, can be undefined (true as default) |
Sets load transfer surface's neglect equilibrium of moments
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| neglect_equilibrium_of_moments | Boolean | Neglect equilibrium of moments enabled/disabled, can be undefined (true as default) |
Sets surface type with material and thickness
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| stiffness_type | String | Stiffness type |
| material | Object | Material, can be undefined |
| thickness | Object | Thickness, can be undefined |
Sets plane geometry type of surface
Kind: instance method of Surface
Sets quadrangle geometry type of surface
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| stiffness_type | String | Stiffness type |
| thickness | Number | Thickness index, can be undefined |
| boundary_line | Number | Index of boundary line |
| corner_node_1 | Number | Quadrangle corner 1, can be undefined |
| corner_node_2 | Number | Quadrangle corner 2, can be undefined |
| corner_node_3 | Number | Quadrangle corner 3, can be undefined |
| corner_node_4 | Number | Quadrangle corner 4, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Sets NURBS geometry type of surface
Kind: instance method of Surface
Sets rotated geometry type of surface
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| thickness | Number | Thickness index, can be undefined |
| boundary_line | Number | Index of boundary line |
| angle_of_rotation | Number | Angle of rotation, can be undefined |
| rotation_axis_p | Array | Rotation axis, point P ([X, Y, Z]). Can be undefined. |
| rotation_axis_r | Array | Rotation axis, point R ([X, Y, Z]). Can be undefined. |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
Sets pipe geometry type of surface
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| center_line | Number | Index of center lineHeight |
| radius | Number | Radius |
Sets surface hinges
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| hinges_values | Array | Line hinges values ([[line_no1, line_hinge_no1] ... [line_non, line_hinge_non]]) |
Sets surface support
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| support | Number | Index of surface support |
Sets surface eccentricity
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| eccentricity | Number | Index of surface eccentricity |
Sets surface mesh refinement
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| mesh_refinement | Number | Index of surface mesh refinement |
| meshing_type | Number | Meshing type, can be undefined (According to global settings by default) 1 - According to global settings 2 - Mapped 3 - Free |
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| input_axes | Array | Input axes values [category, [values], reverse_local_z_axis], can be undefined 1 - Angular rotation category, values: [α, [X, Y, Z], [X2, Y2, Z2]], first and second point can be undefined 2 - Axis parallel to lines category, values: [[line1_no, line2_no ... linen_no], axis (Axis x |
| result_axes | Array | Result axes values [category], can be undefined (Identical to input axes by default) 1 - Identical to input axes category, by default |
Sets surface's grid for results values
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| grid_type | Number | Grid type (1 - Cartesian, 2 - Polar) |
| number_of_grid_points | Array | Number of grid points in (-) and (+), can be undefined Grid type cartesian: [nx+, nx-, ny+, ny-] Grid type polar: [nr+] |
| grid_adapt_automatically | Boolean | Adapt automatically, can be undefined (true by default) |
| grid_distances | Array | Grid distances ([b, h]), can be undefined |
| grid_rotation | Array | Grid rotation ([α, β]), can be undefined |
| grid_origin | Array | Grid origin ([X, Y, Z]), can be undefined |
Sets integrated objects to surface
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| auto_detection_of_integrated_objects | Boolean | Integrated objects are detected automatically, can be undefined (true by default) |
| integrated_nodes | Array | List of integrated nodes indexes, can be undefined |
| integrated_lines | Array | List of integrated lines indexes, can be undefined |
| integrated_openings | Array | List of integrated openings indexes, can be undefined; |
Enable / disable Design properties for surface (Concrete design add-on)
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enable / disable Design properties, can be undefined (true as default) |
Sets Via parent surface set
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| design_properties_via_parent_surface_set | Boolean | Via parent surface set, can be undefined (true as default) |
Sets User-defined concrete cover
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| concrete_cover_top | Number | Concrete cover top, can be undefined (is not set, 30 mm as default). For EN must be is_user_defined_concrete_cover_enabled set true |
| concrete_cover_bottom | Number | Concrete cover bottom, can be undefined (is not set, 30 mm as default). For EN must be is_user_defined_concrete_cover_enabled set true |
| is_user_defined_concrete_cover_enabled | Boolean | Enable/disable user-defined values, can be undefined (true as default). Has meaning only for EN standard. |
Sets Concrete Cover Acc. to EN 1992 | CEN | 2014-11
Kind: instance method of Surface
Sets Assignments
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| surface_concrete_design_uls_configuration | Number | Ultimate configuration, can be undefined (empty by default) |
| surface_concrete_design_sls_configuration | Number | Serviceability configuration, can be undefined (empty by default) |
Sets Reinforcement directions
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| reinforcement_direction_top | Number | Reinforcement direction number for top surface side |
| reinforcement_direction_bottom | Number | Reinforcement direction number for bottom surface side |
Sets Concrete durabilities
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| concrete_durability_top | Number | Concrete durability number for top surface side |
| concrete_durability_bottom | Number | Concrete durability number for bottom surface side |
Sets Surface reinforcements
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| surface_reinforcement_nos | Array | Array of surface reinforcements numbers |
Sets Deflection analysis
Kind: instance method of Surface
| Param | Type | Description |
|---|---|---|
| deflection_check_surface_type | String | Surface type (DOUBLE_SUPPORTED, CANTILEVER), can be undefined (is not set, DOUBLE_SUPPORTED as default) |
| deflection_check_displacement_reference | String | Displacement reference (DEFORMED_USER_DEFINED_REFERENCE_PLANE, PARALLEL_SURFACE, UNDEFORMED_SYSTEM), can be undefined (is not set, UNDEFORMED_SYSTEM as default) |
| deflection_check_reference_length_z_definition_type | String | Definition type (MANUALLY, BY_MAXIMUM_BOUNDARY_LINE, BY_MINIMUM_BOUNDARY_LINE), can be undefined (is not set, BY_MAXIMUM_BOUNDARY_LINE as default) |
| deflection_check_reference_length_z | Number | Reference length, can be undefined |
Kind: global class
Create Surface Set
Returns: surfaceSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Surface Set |
| surfaces | array | List of surfaces |
| surface_set_type | string | Surface Set type |
| comment | string | Comment for the Surface Set |
| params | dictionary | Parameters of the Surface Set |
Kind: instance method of SurfaceSet
Returns: Surface set object
Kind: instance method of SurfaceSet
Returns: Surface set number
Create Continuous Surfaces surfaceSet type
Kind: instance method of SurfaceSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Surface Set |
| surfaces | array | List of surfaces |
| comment | string | Comment for the Surface Set |
| params | dictionary | Parameters of the Surface Set |
Create Group of Surfaces
Kind: instance method of SurfaceSet
| Param | Type | Description |
|---|---|---|
| no | int | Number of Surface Set |
| surfaces | array | List of surfaces |
| comment | string | Comment for the Surface Set |
| params | dictionary | Parameters of the Surface Set |
Kind: global class
Create Thickness
Returns: Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| uniform_thickness_d | number | Uniform thickness in meters. |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Kind: instance method of Thickness
Returns: Thickness object
Kind: instance method of Thickness
Returns: Thickness number
Create Uniform thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| thickness | number | Properties of thickness in format [thickness] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Variable - 3 Nodes thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| thicknessProperties | array | Properties of thickness [thickness_1,node_1,thickness_2,node_2,thickness_3,node_3] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Variable - 2 Nodes and Direction thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| thicknessProperties | array | Properties of thickness [thickness_1,node_1,thickness_2,node_2,direction] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Variable - 4 Surface Corners thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| thicknessProperties | array | Properties of thickness [thickness_1,node_1,thickness_2,node_2,thickness_3,node_3,thickness_4,node_4] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Variable - Circle thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| material | int | Number of material |
| thicknessProperties | array | Properties of thickness [thickness_circle_center,thickness_circle_line] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Layers thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| layers | array | List of layers [[material,thickness,angle,comment],] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Shape Orthotropy thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| layers | array | List of layers |
| orthotropy_type | string | Orthotropy Type |
| rotation_beta | number | Rotation about Z-axis of surface (Degree) |
| consideration_of_self_weight | string | Self-Weight definition |
| parameters | array | Parameters of Shame Orthotropy |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Create Stiffness Matrix thickness
Kind: instance method of Thickness
| Param | Type | Description |
|---|---|---|
| no | int | Number of Thickness |
| name | string | Name of the Thickness |
| rotation_beta | number | Rotation about Z-axis of surface (Degree) |
| consideration_of_self_weight | string | Self-Weight definition |
| coefficient_of_thermal_expansion | array | Coefficient of thermal expansion |
| stiffness_matrix | array | Stiffness Matrix [[D11,D12,D13,D22,D23,D33],....] |
| comment | string | Comment for the Thickness |
| params | dictionary | Parameters of the Thickness |
Creates Layer
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Layer number, can be undefined |
| name | String | Name, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Returns layer number
Kind: instance method of Layer
Returns Layer object
Kind: instance method of Layer
Returns rotation plane from string representation (private)
Kind: global function
Returns: Rotation plane
| Param | Type | Description |
|---|---|---|
| rotation_plane | String | Rotation plane (x-y, x-z) |
Creates line (private)
Kind: global function
Returns: Created line
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line, can be undefined |
| nodes | Array | List of Node indexes |
| comment | String | Comment, can be undefined |
| params | Object | Line's parameters, can be undefined |
Support function for section distributions (private), more info can be find there
Support function for section distributions (private), more info can be find there
Sets result beam objects
Kind: global function
Returns: Modified member
| Param | Type | Description |
|---|---|---|
| member | Object | Member to be set |
| param1_to_set | String | Name of parameter for include/exclude "all" objects |
| param2_to_set | String | Name of parameter for include/exclude object's indexes |
| value | Boolean/Array | Value can be specified in two formats, as boolean or array with numbers |
Creates member (private)
Kind: global function
Returns: Created member
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member, can be undefined |
| nodes_or_line | Array/Number | List of node indexes or number of line |
| type | String | Type of member, can be undefined |
| section_start | Number | Section start, can be undefined. Section end is same as section start by default. To set section end specify distribution type. |
| comment | String | Comment, can be undefined |
| params | Object | Member's parameters, can be undefined |
Create base RSection Element
Kind: global function
Returns: Element
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Element, can be undefined |
| type | String | Type of Element |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates RSection base Line
Kind: global function
Returns: Line
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Line, can be undefined |
| type | String | Type of Line |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: global function
Returns: Opening
| Param | Type | Description |
|---|---|---|
| no | int | Number of Opening, can be undefined |
| boundary_lines | Array | Boundary lines |
| comment | string | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates base RSection Part
Kind: global function
Returns: Part
| Param | Type | Description |
|---|---|---|
| no | int | Number of Part, can be undefined |
| comment | string | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates base RSection Point (private)
Kind: global function
Returns: Point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Point, can be undefined |
| coordinate_y | Number | Coordinate Y |
| coordinate_z | Number | Coordinate Z |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Create RSection Stress Points
Kind: global function
Returns: Stress point
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Stress point, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates surface (private)
Kind: global function
Returns: Created surface
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface, can be undefined |
| boundary_lines | Array | List of boundary lines indexes |
| stiffness_type | String | Stiffness type |
| thickness | Number | Thickness index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Surface's parameters, can be undefined |
+ ← + + AnalysisSettings + + GuideObjects + + → +
Dlubal Dev Docs Kind: global class
Creates coordinate system
Returns: Object - Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| coordinate_system_type | String | type of coordinate system |
| comment | String | Comment, can be undefined |
| params | Object | Additional coordinate system parameters, can be undefined |
Kind: instance method of CoordinateSystem
Returns: Coordinate system object
Kind: instance method of CoordinateSystem
Returns: Coordinate system number
Create coordinate system with "offset" type
Kind: instance method of CoordinateSystem
Returns: Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| original_point | Array | Coordinates of original point |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Create coordinate system with "3 Points" type
Kind: instance method of CoordinateSystem
Returns: Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| original_point | Array | Coordinates of original point |
| u_axis_point_coordinate | Array | Coordinates of u axis point |
| uw_plane_point_coordinate | Array | Coordinates of uw plane point |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Create coordinate system with "2 Points and Angle" type
Kind: instance method of CoordinateSystem
Returns: Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| original_point | Array | Coordinates of original point |
| uw_plane_point_coordinate | Array | Coordinates of uw plane point |
| uw_plane_angle | Number | Rotation of UW-plane in radians |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Create coordinate system with "Points and Three Angles" type
Kind: instance method of CoordinateSystem
Returns: Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| original_point | Array | Coordinates of original point |
| rotation_angle_1 | Number | Rotational angle in radians, can be undefined |
| rotation_angle_2 | Number | Rotational angle in radians, can be undefined |
| rotation_angle_3 | Number | Rotational angle in radians, can be undefined |
| rotation_angles_sequence | String | Rotational angle sequence, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
ObjectCreate coordinate system (private)
Kind: global function
Returns: Object - Created coordinate system
| Param | Type | Description |
|---|---|---|
| no | Number | Index of coordinate system, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional coordinate system parameters, can be undefined |
+ ← + + BasicObjects + + Imperfections + + → +
Dlubal Dev Docs Kind: global class
Creates Imperfection case
Returns: Created empty Imperfection case
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Imperfection case, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: instance method of ImperfectionCase
Returns: Imperfection case number
Kind: instance method of ImperfectionCase
Returns: Imperfection case object
Creates Local imperfection case
Kind: instance method of ImperfectionCase
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Imperfection case, can be undefined |
| load_cases_to_assign | Array | Load cases to assign (array of numbers) |
| assign_to_all_load | Boolean | Assign to all load combinations without assigned imperfection case, can be undefined (true as default) |
| is_active | Boolean | Is imperfection case active, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Notional loads from load case imperfection case
Kind: instance method of ImperfectionCase
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imperfection case, can be undefined |
| load_cases_to_assign | Array | Load cases to assign (array of numbers) |
| notional_loads_from_load_case_no | Number | Notional loads from load case |
| assign_to_all_load | Boolean | Assign to all load combinations without assigned imperfection case, can be undefined (true as default) |
| is_active | Boolean | Is imperfection case active, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial sway imperfection case
Kind: instance method of ImperfectionCase
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imperfection case, can be undefined |
| load_cases_to_assign | Array | Load cases to assign (array of numbers) |
| level_imperfections | Array | Level imperfections ([level1, [level2, theta_1_x, theta_1_y], ... [level_n, theta_n_x, theta_n_x]]) |
| coordinate_system_no | Number | Coordinate system, can be undefined (Global XYZ by default) |
| level_direction | String | Level direction, can be undefined (GLOBAL_IN_Z by default if Global XYZ is specified, otherwise USER_DEFINED_IN_W by default) |
| imperfection_direction | String | Imperfection direction, can be undefined (XY by default) |
| sway_coefficients_reciprocal | Boolean | Sway coefficient as reciprocal by 1, can be undefined (true as default) |
| assign_to_all_load | Boolean | Assign to all load combinations without assigned imperfection case, can be undefined (true as default) |
| is_active | Boolean | Is imperfection case active, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Returns Static deformation Imperfection case
Kind: instance method of ImperfectionCase
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Imperfection case, can be undefined |
| load_cases_to_assign | Array | Array of load case numbers |
| source_type | String | Source type, can be undefined ("Select load case" by default) |
| shape_from_no | Number | Static deformation from load case (source type is Select load case) or from load combination (source type is Select load combination) |
| imperfection_magnitude | Number | Imperfection magnitude - Imperfection magnitude |
| magnitude_assignment_type | String | Imperfection magnitude - reference location, can be undefined ("Location with largest displacement" by default) |
| node_no | Number | Node number, additional parameter to "Node no." reference location, with "Location with largest displacement" must be undefined |
| coordinate_system_no | Number | Coordinate system, can be undefined (Global XYZ by default) |
| imperfection_direction | String | Imperfection direction, can be undefined (XY by default) |
| assign_to_all_load | Boolean | Assign to all load combinations without assigned imperfection case, can be undefined (true as default) |
| is_active | Boolean | Is imperfection case active, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Returns Group of Imperfection cases
Kind: instance method of ImperfectionCase
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Imperfection case, can be undefined |
| load_cases_to_assign | Array | Array of load case numbers |
| imperfection_cases | Array | Imperfection cases ([[case_no_1, factor_1, (comment_1)], ... [case_no_n, factor_n, (comment_n)]]) |
| assign_to_all_load | Boolean | Assign to all load combinations without assigned imperfection case, can be undefined (true as default) |
| is_active | Boolean | Is imperfection case active, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Kind: instance method of ImperfectionCase
Returns: Imperfection case object
Kind: instance method of ImperfectionCase
Returns: Imperfection case number
Kind: global class
Creates Member imperfection
Returns: Member imperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| members_no | Array | Array of members numbers |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Sway Member imperfection
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| members_no | Array | Array of members numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| reference_to_members | Boolean | Reference to list of members, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Bow Member imperfection
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| members_no | Array | Array of members numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| reference_to_members | Boolean | Reference to list of members, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Bow and Criterion Member imperfection
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| members_no | Array | Array of members numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| reference_to_members | Boolean | Reference to list of members, can be undefined (false as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Modifies Member imperfection to definition type Relative
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| initial_sway | Number | Relative initial sway / Initial bow / Initial bow and criterion, can be undefined (200 as default) |
| active_criterion | String | Active criterion, can be undefined ("Always" as default). Can be set only when Initial bow and criterion imperfection type is defined, in other case must be undefined. |
| active_bow | Number | Active bow from member slenderness, can be defined only when active criterion has "DEFINE" value |
Modifies Member imperfection to definition type Absolute
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| initial_sway | Number | Absolute initial sway / bow |
| active_criterion | String | Active criterion, can be undefined ("Always" as default). Can be set only when Initial bow and criterion imperfection type is defined, in other case must be undefined. |
| active_bow | Number | Active bow from member slenderness, can be defined only when active criterion has "DEFINE" value |
Modifies Member imperfection to definition type EN 1992 1
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value, can be undefined (200 as default) |
| height | Number | Structure height, can be undefined (0.001 as default) |
| columns_inn_row_count | Number | Number of columns in one row, can be undefined (1 as default) |
| reduction_factor_h_limit | Boolean | Set alpha_h >= acc. to equation (5.1), can be undefined (true as default) |
Modifies Member imperfection to definition type EN 1993 1.1
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value, can be undefined (200 as default) |
| height | Number | Structure height, can be undefined (0.001 as default) |
| columns_inn_row_count | Number | Number of columns in one row, can be undefined (1 as default) |
Modifies Member imperfection to definition type EN 1993 1.1 ()
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| section_design | String | Section design, can be undefined ("PLASTIC" as default) |
Modifies Member imperfection to definition type EN 1995 1.1
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| value | Number | Basic value / initial bow, can be undefined (200 as default with Initial sway, 400 with Initial bow) |
| height | Number | Structure height, can be undefined (0.001 as default). With Initial Bow imperfection is undefined. |
Modifies Member imperfection to definition type ANSI/AISC 360-16 | Current
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.002 by default) |
| standard_factor_enumeration | Number | Factor alpha, can be undefined (LRFD by default). With Initial Bow imperfection is undefined. |
Modifies Initial Bow Member imperfection to definition type ANSI/AISC 360-16 | Current
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| initial_bow | Number | Initial bow |
Modifies Member imperfection to definition type ANSI/AISC 360-16 | Gravity Load
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.002 by default) |
| standard_factor_enumeration | Number | Factor alpha, can be undefined (LRFD by default) |
Modifies Member imperfection to definition type ANSI/AISC 360-16 | Gravity Load
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| initial_bow | Number | Initial bow, can be undefined (1000 as default) |
Modifies Member imperfection to definition type CSA S16:19 | Current
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| value | Number | Notional load coefficient (Initial Sway) / Initial bow (Initial bow), can be undefined (0.005 / 1000 by default) |
Modifies Member imperfection to definition type CSA S16:19 | Gravity Load
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| value | Number | Notional load coefficient (Initial Sway) / Initial bow (Initial bow), can be undefined (0.005 / 1000 by default) |
Modifies Member imperfection to definition type GB 50017-2017 | Current
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value relative, can be undefined (250 by default) |
| structure_height | Number | Structure height, can be undefined (0.001 by default) |
| number_of_floors | Number | Total number of floors, can be undefined (1 by default) |
Modifies Member imperfection to definition type GB 50017-2017 | Gravity Load
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.004 by default) |
| number_of_floors | Number | Total number of floors, can be undefined (1 by default) |
Modifies Member imperfection to definition type EN 1999-1-1
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| section_design | String | Section design, can be undefined ("PLASTIC" as default) |
Modifies Member imperfection to definition type GB 50017-2017
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| buckling_curve | String | Buckling curve, can be undefined ("d" as default) |
Sets reference to list of members
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| enable | Boolean | Can be undefined (true as default) |
Sets refer distance to the member end
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| enable | Boolean | Can be undefined (true as default) |
Sets imperfection over total length of member
Kind: instance method of MemberImperfection
| Param | Type | Description |
|---|---|---|
| enable | Boolean | Can be undefined (true as default) |
Kind: instance method of MemberImperfection
Returns: Member imperfection object
Kind: instance method of MemberImperfection
Returns: Member imperfection number
Kind: global class
Creates Member Set imperfection
Returns: Member set imperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| member_sets_no | Array | Array of member sets numbers |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Sway Member set imperfection
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| member_sets_no | Array | Array of member sets numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Bow Member set imperfection
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| member_sets_no | Array | Array of member sets numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Creates Initial Bow and Criterion Member set imperfection
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Member set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| member_sets_no | Array | Array of member sets numbers |
| coordinate_system | String/Number | Coordinate system, can be "LOCAL" or "PRINCIPAL" or number of user coordinate system. Can be undefined |
| imperfection_direction | String | Imperfection direction, can be undefined. Coordinate system "LOCAL": "LOCAL_Y", "LOCAL_Z""LOCAL_Y_NEGATIVE", "LOCAL_Z_NEGATIVE" Coordinate system "PRINCIPAL": "U", "V", "U_NEGATIVE", "V_NEGATIVE" User coordinate system: "X_U", "Y_V", "Z_W", "X_U_NEGATIVE", "Y_V_NEGATIVE", "Z_W_NEGATIVE" |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Modifies Member set imperfection to definition type Relative
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| initial_sway | Number | Relative initial sway / Initial bow / Initial bow and criterion, can be undefined (200 as default) |
| active_criterion | String | Active criterion, can be undefined ("Always" as default). Can be set only when Initial bow and criterion imperfection type is defined, in other case must be undefined. |
| active_bow | Number | Active bow from member slenderness, can be defined only when active criterion has "DEFINE" value |
Modifies Member set imperfection to definition type Absolute
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| initial_sway | Number | Absolute initial sway / bow |
| active_criterion | String | Active criterion, can be undefined ("Always" as default). Can be set only when Initial bow and criterion imperfection type is defined, in other case must be undefined. |
| active_bow | Number | Active bow from member slenderness, can be defined only when active criterion has "DEFINE" value |
Modifies Member set imperfection to definition type EN 1992 1
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value, can be undefined (200 as default) |
| height | Number | Structure height, can be undefined (0.001 as default) |
| columns_inn_row_count | Number | Number of columns in one row, can be undefined (1 as default) |
| reduction_factor_h_limit | Boolean | Set alpha_h >= acc. to equation (5.1), can be undefined (true as default) |
Modifies Member set imperfection to definition type EN 1993 1.1
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value, can be undefined (200 as default) |
| height | Number | Structure height, can be undefined (0.001 as default) |
| columns_inn_row_count | Number | Number of columns in one row, can be undefined (1 as default) |
Modifies Member set imperfection to definition type EN 1993 1.1 ()
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| section_design | String | Section design, can be undefined ("PLASTIC" as default) |
Modifies Member set imperfection to definition type EN 1995 1.1
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| value | Number | Basic value / initial bow, can be undefined (200 as default with Initial sway, 400 with Initial bow) |
| height | Number | Structure height, can be undefined (0.001 as default). With Initial Bow imperfection is undefined. |
Modifies Member set imperfection to definition type ANSI/AISC 360-16 | Current
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.002 by default) |
| standard_factor_enumeration | Number | Factor alpha, can be undefined (LRFD by default). With Initial Bow imperfection is undefined. |
Modifies Initial Bow Member set imperfection to definition type ANSI/AISC 360-16 | Current
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| initial_bow | Number | Initial bow |
Modifies Member set imperfection to definition type ANSI/AISC 360-16 | Gravity Load
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.002 by default) |
| standard_factor_enumeration | Number | Factor alpha, can be undefined (LRFD by default) |
Modifies Member set imperfection to definition type ANSI/AISC 360-16 | Gravity Load
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| initial_bow | Number | Initial bow, can be undefined (1000 as default) |
Modifies Member set imperfection to definition type CSA S16:19 | Current
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| value | Number | Notional load coefficient (Initial Sway) / Initial bow (Initial bow), can be undefined (0.005 / 1000 by default) |
Modifies Member set imperfection to definition type CSA S16:19 | Gravity Load
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| value | Number | Notional load coefficient (Initial Sway) / Initial bow (Initial bow), can be undefined (0.005 / 1000 by default) |
Modifies Member set imperfection to definition type GB 50017-2017 | Current
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| basic_value_relative | Number | Basic value relative, can be undefined (250 by default) |
| structure_height | Number | Structure height, can be undefined (0.001 by default) |
| number_of_floors | Number | Total number of floors, can be undefined (1 by default) |
Modifies Member set imperfection to definition type GB 50017-2017 | Gravity Load
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| load_case_combination_no | Number | Axial forces Ny from load case or load combination number |
| notional_load_coefficient | Number | Notional load coefficient, can be undefined (0.004 by default) |
| number_of_floors | Number | Total number of floors, can be undefined (1 by default) |
Modifies Member set imperfection to definition type EN 1999-1-1
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| section_design | String | Section design, can be undefined ("PLASTIC" as default) |
Modifies Member set imperfection to definition type GB 50017-2017
Kind: instance method of MemberSetImperfection
| Param | Type | Description |
|---|---|---|
| buckling_curve | String | Buckling curve, can be undefined ("d" as default) |
Kind: instance method of MemberSetImperfection
Returns: Member set imperfection object
Kind: instance method of MemberSetImperfection
Returns: Member set imperfection number
Creates default Surface imperfection
Kind: global function
Returns: Surface imperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surfaces_no | Array | Array of surfaces numbers |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Creates relative Surface imperfection
Kind: instance method of SurfaceImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surfaces_no | Array | Array of surfaces numbers |
| reference_length | Number | Reference length |
| initial_bow_relative | Number | Relative initial bow, can be undefined (200 as default) |
| imperfection_direction | String | Imperfection direction, can be undefined ("LOCAL_Z" as default) |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Creates absolute Surface imperfection
Kind: instance method of SurfaceImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surfaces_no | Array | Array of surfaces numbers |
| initial_bow | Number | Absolute initial bow, can be undefined (100 as default) |
| imperfection_direction | String | Imperfection direction, can be undefined ("LOCAL_Z" as default) |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Kind: instance method of SurfaceImperfection
Returns: Surface imperfection object
Kind: instance method of SurfaceImperfection
Returns: Surface imperfection number
Creates default Surface set imperfection
Kind: global function
Returns: Surface set imperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surface_sets_no | Array | Array of surfaces numbers |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Creates relative Surface set imperfection
Kind: instance method of SurfaceSetImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surface_sets_no | Array | Array of surface sets numbers |
| reference_length | Number | Reference length |
| initial_bow_relative | Number | Relative initial bow, can be undefined (200 as default) |
| imperfection_direction | String | Imperfection direction, can be undefined ("LOCAL_Z" as default) |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Creates absolute Surface set imperfection
Kind: instance method of SurfaceSetImperfection
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Surface set imperfection, can be undefined |
| imperfection_case_no | Number | Imperfection case number |
| surface_sets_no | Array | Array of surface sets numbers |
| initial_bow | Number | Absolute initial bow, can be undefined (100 as default) |
| imperfection_direction | String | Imperfection direction, can be undefined ("LOCAL_Z" as default) |
| comment | String | Comment, can be undefined |
| params | String | Parameters, can be undefined |
Kind: instance method of SurfaceSetImperfection
Returns: Surface set imperfection object
Kind: instance method of SurfaceSetImperfection
Returns: Surface set imperfection number
+ ← + + GuideObjects + + InternalForces + + → +
Dlubal Dev Docs Kind: global class
Creates Internal forces
Returns: Created Internal forces
| Param | Type | Description |
|---|---|---|
| no | Number | Number of internal forces, can be undefined |
| load_case_no | Object | Number of Load case |
| internal_forces_system | String | Internal forces relative to, can be undefined ("Y_Z" as default) |
| member_no | Number | Number of member, can be undefined |
| location_x | Number | Location, can be undefined (0 as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Sets axial force
Kind: instance method of RSectionInternalForces
Returns: Modified internal forces
| Param | Type | Description |
|---|---|---|
| axial_force | Number | Axial force |
Sets shear forces
Kind: instance method of RSectionInternalForces
Returns: Modified Internal forces
| Param | Type | Description |
|---|---|---|
| shear_force_1 | Number | Shear force Vu |
| shear_force_2 | Number | Shear force Vv |
Sets torsional moments
Kind: instance method of RSectionInternalForces
Returns: Modified Internal forces
| Param | Type | Description |
|---|---|---|
| torsional_moment_m_xp | Number | Torsional moment Mxp, can be undefined (0 by default) |
| torsional_moment_m_xs | Number | Torsional moment Mxs, can be undefined (0 by default) |
Sets bending moments
Kind: instance method of RSectionInternalForces
Returns: Modified Internal forces
| Param | Type | Description |
|---|---|---|
| bending_moment_1 | Number | Bending moment Mu |
| bending_moment_2 | Number | Bending moment Mv |
Sets bimoment
Kind: instance method of RSectionInternalForces
Returns: Modified Internal forces
| Param | Type | Description |
|---|---|---|
| bimoment_m_omega | Number | Bimoment |
Assigns all internal forces
Kind: instance method of RSectionInternalForces
| Param | Type | Description |
|---|---|---|
| axial_force | Number | Axial force |
| shear_forces | Array | Sher forces (Vy, Vz or Vu, Vv) |
| torsional_moments | Array | Torsional moments (Mxp, Mxs) |
| bending_moments | Array | Bending moments (My, Mz or Mu, Mv) |
| bimoment | Number | Bimoment |
Shows list of all available internal forces system types
Kind: global function
+ ← + + Imperfections + + Loading + + → +
Dlubal Dev Docs This article describes how to write scripts and formulas in RFEM 6. The vast majority of the rules apply to scripts and formulas at the same time (and also to commands in the console), so we will only talk about scripts.
RFEM 6 scripts are written in JavaScript (ECMA-262 standard). However, we've modified the syntax a bit to better meet the needs of RFEM customers:
The ^ operator is a power, not a bit xor. Expressions of type a^b are equivalent to Math.pow(a, b).
In script code, you can use units for entering numeric values:
var a = 10mm;
+var b = 10 kN/m;
+var c = (1mm + 3mm) + 2mm;
+Almost all RFEM units are available in the code, an overview of which can be found, for example, in the "Units and decimal places" dialog. Exceptions are units that have no symbols (e.g. factors) and percentage (% is an operator in JavaScript).
Units can be used either after a number or after a closing bracket. This restriction allows you to use unit texts as variable identifiers.
var m = 1; // Is not unit
+var a = 2 + m; // Is not unit
+var b = 2 m; // Is unit
+var c = Math.sin(2) m; // IS unit
+Expression of type .. unit is equivalent to notation .. * coefficient_unit, where the coefficient means the number of given units in the SI unit (e.g. 0.001 for mm).
In scripts, special objects with names of type "nodes", "lines", "member_end_releases", etc. are accessible. These objects serve as containers for model objects. These containers are treated as arrays:
var node = nodes[1]; // Ziskání uzlu č. 1
+var c = nodes[2].coordinate_x; // Ziskání x-ové souřadnice uzlu č. 2
+Container objects have additional methods:
The create and erase methods may fail (e.g. when an object with a given id already exists or when the object is not erasable), in which case it throws an exception.
A list of all accessible containers can be found in the "Object Properties" dialog.
Containers return objects that allow access to the properties of the corresponding RFEM object. This approach is implemented via classic JavaScript dot notation:
var c = nodes[2].coordinate_x; // Get value of property
+nodes[2].coordinate_x = 3; // Set value of property
+var node = nodes[2];
+node.coordinate_y = 4;
+NOTE 💡
A list of all properties of a particular object type can be found in the "Object Properties" dialog box.
In addition, each object has additional properties:
Some properties are not editable. When trying to change the value of such properties, an exception is thrown.
When you set a property value, that value is validated (usually in the same way as in the table). If the value has not passed the validation, an exception is thrown.
Object properties can be of different types, which are also listed in the "Object Properties" dialog box. The same behavior can be expected from properties of the same type.
Returns as a JavaScript number. When you set properties, either a number or a string that can be converted to a number is also expected.
CAUTION ⚠️
The value is always returned and set in SI units.
It returns as String. Almost anything can be set (converted to text).
He returns as Bool. You can set boole values or something that can be converted to bool.
It returns as Number (it is guaranteed to be an integer). You can set anything that can be converted to a number. You can set a less than a number, but the fractional part will be ignored.
The value of a given attribute can only be a value from a specific list, which are represented in the scripts through a package of variables ("constants"). Their names for each attribute are listed in the "Object Properties" dialog box.
Example of work:
var a = nodes[2].coordinate_system;
+if (a == nodes.COORDINATE_SYSTEM_CARTESIAN) {..} // Check of value
+nodes[2].coordinate_system = nodes.COORDINATE_SYSTEM_POLAR; // Set of value for property
+The value is returned as an instance of the Vector class from the Sylvester library (see. Sylvester). By analogy, an instance of this class is expected when set up.
The value is returned as an instance of the Matrix class from the Sylvester library (see. Sylvester). By analogy, an instance of this class is expected when set up.
Returns an object that is the value of a given property. The returned object is exactly the same as the object with the same id in the corresponding object container (e.g. materials or nodes).
Example: let us have node #1 referencing node #2 (reference node). Then nodes[1].reference_node is the same as nodes[2] (it is the same object that has the same properties). It is possible to work from this object further, e.g.:
nodes[1].reference_node.coordinate_1 = 12; //(stejný efekt, co u volání 'nodes[2].coordinate_1 = 12;')
+When set, either a different object of a supported type or an integer in the valid for the range object id is expected. Values of 0 or null represent the setting of an empty reference to an object (similar to a table). E.g.:
nodes[1].reference_node = nodes[3];
+nodes[1].reference_node = 3;
+nodes[2].reference_node = nodes[1].reference_node;
+nodes[2].reference_node = 0;
+nodes[1].reference_node = null;
+Returns a list of objects as a standard JavaScript array. The items in this array are directly topological objects (similar to atribits of the "Object" type). When set up, either an array of objects or an array of integers is expected, each of which will be treated as the id of the object required by the type attribute. You can also set the value with a string in the common for writing a list of format numbers, e.g. "1,2,5-10,12". Emptying the list is logically done by setting an empty field, an empty string, or a null value.
lines[1].definition_nodes = [nodes[7], nodes[5], nodes[3]];
+lines[1].definition_nodes = [7, 5, 3];
+lines[1].definition_nodes = "7, 5, 3";
+lines[1].definition_nodes[1].coordinate_1; to same, co nodes[7].coordinate_1
+lines[2].definition_nodes = lines[1].definition_nodes;
+lines[1].definition_nodes = [];
+lines[1].definition_nodes = "";
+lines[1].definition_nodes = null;
+This property returns an object that itself acts as a container for other objects. These objects can also have their own properties, an overview of which can also be found in the "Object Properties" dialog. These properties act as named table columns.
An example of a property of this type is the NURBS line checkpoints.
var v = lines[1].nurbs_control_points[1].coordinates;
+lines[1].nurbs_control_points[1].weight = 0.5;
+Some nested tables do not have named columns, then they are treated as a two-dimensional array:
var v = surfaces[1].nurbs_control_points[1][1].coordinates;
+surfaces[1].nurbs_control_points[1][1].weight = 0.5;
+💡 All nested containers (tables) have several helper methods:
Insert/remove method throws an exception when it fails.
It is forbidden to set anything to the properties of the "nested table" type.
The Sylvester library is used to work with vector values in scripts. Its full documentation can be found on the http://sylvester.jcoglan.com/ (opens new window). However, we have made some changes to this library that should make it easier to work with three-dimensional vectors.
The standard vector constructor can now take multiple values to create a vector from. That is, instead
var v = Vector.create([1, 2, 3]);
+can only be written
var v = Vector.create(1, 2, 3);
+The vector has three auxiliary properties x, y, from which it returns the values of the first or second or third element of the vector. That is, instead
var c = v.e(0) + v.e(1);
+can only be written
var c = v.x + v.y;
+The length method now returns the size of the vector (modulus), not the number of items.
For the toUnitVector method, we added the alias normalize.
For formulas, everything that was written above applies, except for the specificity that any modification of objects/containers is prohibited. Getting properties works exactly the same, but when you try to set them up, an exception will be thrown. The same applies, for example, to the create, erase, insert_row, remove_row methods in containers.
The console allows you to execute small scripts, and everything that was written above applies to them. However, when entered into the console, some special strings are processed in a special way (they are not considered scripts). They are
Dlubal Dev Docs Kind: global class
Creates member load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates uniform member load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| uniform_magnitude | Number | Uniform load magnitude |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates linear member load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| magnitude_1 | Number | First area load magnitude |
| node_1 | Number | Index of first node |
| magnitude_2 | Number | Second area load magnitude |
| node_2 | Number | Index of second node |
| magnitude_3 | Number | Third area load magnitude |
| node_3 | Number | Index of third node |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates varying in X member load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load wizard |
| load_case | Object | Load case |
| load_distribution_values | Array | Load distribution values ([Y1, ΔY1, p1, ... Yn, ΔYn, pn]) |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates varying in Y member load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load wizard |
| load_case | Object | Load case |
| load_distribution_values | Array | Load distribution values ([Y1, ΔY1, p1, ... Yn, ΔYn, pn]) |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates varying in Z member load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load wizard |
| load_case | Object | Load case |
| load_distribution_values | Array | Load distribution values ([Y1, ΔY1, p1, ... Yn, ΔYn, pn]) |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Sets corner nodes for member load from area load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| corner_nodes | Array | Corner nodes (["1,2,3", "4-8", ...]) |
Sets excluded members for member load from area load wizard
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| excluded_members | Array | Single members |
| excluded_parallel_members | Array | Members parallel to member |
Sets lock for new members
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| lock_for_new_members | Boolean | Lock for new members, can be undefined (true as default) |
Sets smooth concentrated load
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| smooth_punctual_load_enabled | Boolean | Smooth concentrated load enabled, can be undefined (true as default) |
Sets consider member eccentricity
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| consider_member_eccentricity | Boolean | Consider member eccentricity, can be undefined (true as default) |
Sets consider section distribution
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| consider_section_distribution | Boolean | Consider section distribution, can be undefined (true as default) |
Sets absolute tolerance for member on plane
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| absolute_tolerance | Number | Absolute tolerance by distance, can be undefined (0.0005 as default) |
Sets relative tolerance for member on plane
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| relative_tolerance | Number | Relative tolerance by angle, can be undefined (1.0 by default) |
Sets absolute tolerance for nodes on line
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| absolute_tolerance | Number | Absolute tolerance by distance, can be undefined (0.0005 as default) |
Sets relative tolerance for nodes on line
Kind: instance method of MemberLoadFromAreaLoadWizard
| Param | Type | Description |
|---|---|---|
| relative_tolerance | Number | Relative tolerance by angle, can be undefined (1.0 by default) |
Kind: global class
Creates member load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates uniform member load wizard
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| uniform_magnitude | Number | Uniform load magnitude |
| node_1 | Number | Index of first node |
| node_2 | Number | Index of second node |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates linear member load wizard
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| magnitude_1 | Number | First area load magnitude |
| node_1 | Number | Index of first node |
| magnitude_2 | Number | Second area load magnitude |
| node_2 | Number | Index of second node |
| coordinate_system | Number | Index of coordinate system, can be undefined (Global XYZ as default) |
| load_direction | String | Load direction, can be undefined (ZA as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets absolute tolerance for member on plane
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| absolute_tolerance | Number | Absolute tolerance by distance, can be undefined (0.0005 as default) |
Sets relative tolerance for member on plane
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| relative_tolerance | Number | Relative tolerance by angle, can be undefined (1.0 by default) |
Sets absolute tolerance for nodes on line
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| absolute_tolerance | Number | Absolute tolerance by distance, can be undefined (0.0005 as default) |
Sets relative tolerance for nodes on line
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| relative_tolerance | Number | Relative tolerance by angle, can be undefined (1.0 by default) |
Sets excluded members
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| excluded_members | Array | List of excluded member indexes, can be undefined |
| excluded_parallel_members | Array | List of excluded parallel members, can be undefined |
Sets lock for new members
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| lock_for_new_members | Boolean | Lock for new members, can be undefined (true as default) |
Sets consider member eccentricity
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| consider_member_eccentricity | Boolean | Consider member eccentricity, can be undefined (true as default) |
Sets consider section distribution
Kind: instance method of MemberLoadFromFreeLineLoadWizard
| Param | Type | Description |
|---|---|---|
| consider_section_distribution | Boolean | Consider section distribution, can be undefined (true as default) |
Kind: global class
Creates empty snow load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Snow load wizard index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates flat/monopitch snow load wizard
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Snow load wizard index, can be undefined |
| roof_corner_nodes | Array | Roofs corner nodes indexes |
| load_case | Object | Load case |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates duopitch snow load wizard
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Snow load wizard index, can be undefined |
| roof_corner_nodes | Array | Roofs corner nodes indexes |
| load_case_1 | Object | Load case (Case i) |
| load_case_2 | Object | Load case (Case ii) |
| load_case_3 | Object | Load case (Case iii) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets loaded roofs
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| loaded_planes_accessibility | Array | Enable or disable loaded roofs (array of booleans [roof1 or roof1, roof2]) |
Generated on members
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on members, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to members, can be undefined |
Generated on surfaces
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on surfaces, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to surfaces, can be undefined |
Generated on lines
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on lines, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to lines, can be undefined |
Sets snow overhang
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets snow guard
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets lock for new members
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets consider member eccentricity
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets consider section distribution
Kind: instance method of SnowLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Kind: global class
Creates empty wind load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates vertical walls with flat/monopitch roof
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| base_corner_nodes | Array | Base corner nodes indexes |
| roof_corner_nodes | Array | Roof corner nodes indexes |
| load_cases | Array | Load case 1, load case 2 |
| wind_directions | Array | Wind directions (roof sides accessibility), can be undefined, for info setWindDirections function |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates vertical walls with duopitch roof
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| base_corner_nodes | Array | Base corner nodes indexes |
| roof_corner_nodes | Array | Roof corner nodes indexes |
| load_cases | Array | Load cases |
| wind_directions | Array | Wind directions (roof sides accessibility), can be undefined, for info setWindDirections function |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates flat/monopitch roof
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| roof_corner_nodes | Array | Roof corner nodes indexes |
| load_cases | Array | Load cases |
| wind_directions | Array | Wind directions (roof sides accessibility), can be undefined, for info setWindDirections function |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates duopitch roof
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| roof_corner_nodes | Array | Roof corner nodes indexes |
| load_cases | Array | Load cases |
| wind_directions | Array | Wind directions (roof sides accessibility), can be undefined, for info setWindDirections function |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets loaded walls/roofs
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| roofs_accessibility | Array | Roofs/walls accessibility [Wall 1, Wall 2, Wall 3, Wall4] (Vertical walls with flat/monopitch roof, Vertical walls with duopitch roof) [Roof 1] (Flat/monopitch roof) [Roof 1, Roof 2] (Duopitch roof) |
Generated on members
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on members, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to members, can be undefined |
Generated on surfaces
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on surfaces, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to surfaces, can be undefined |
Generated on lines
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| objects_without_loads | Array | Without load on lines, can be undefined |
| objects_without_loads_parallel_to | Array | Without load parallel to lines, can be undefined |
Sets lock for new members
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets consider member eccentricity
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Sets consider section distribution
Kind: instance method of WindLoadWizard
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Can be undefined, true as default |
Creates member load wizard (private)
Kind: global function
Returns: Created member load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| comment | String | Comment |
| params | Object | Additional parameters |
Sets load distribution to member load wizard (private)
Kind: global function
Returns: Modified member load wizard
| Param | Type | Description |
|---|---|---|
| member_wizard | Object | Member load wizard |
| load_distribution | Number | Load distribution |
| load_distribution_values | Array | Load distribution values |
Creates member load wizard (private)
Kind: global function
Returns: Created member load wizard
| Param | Type | Description |
|---|---|---|
| no | Number | Member load wizard index, can be undefined |
| load_case | Object | Load case |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets load distribution to member load wizard (private)
Kind: global function
Returns: Modified member load wizard
| Param | Type | Description |
|---|---|---|
| member_wizard | Object | Member load wizard |
| load_distribution | Number | Load distribution |
| load_distribution_values | Array | Load distribution values |
Sets objects without load (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| snow_load_wizard | Object | Snow load wizard |
| table_row | Number | Table row to which values hes to be set |
| objects_without_loads | Array | Object's indexes without loads |
| objects_without_loads_parallel_to | Array | Object's indexes without loads parallel to |
Creates empty snow load wizard (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Snow load wizard index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets wind perpendicular to roofs (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| wind_load_wizard | Object | Wind load wizard to set |
| roof_sides_accessibility | Array | Roof sides accessibility [Wall 1, Wall 2, Wall 3, Wall 4] (Vertical walls with flat/monopitch roof, Vertical walls with duopitch roof) [Direction 1, Direction 2, Direction 3, Direction 4] (Flat monopitch roof, Duopitch roof) |
Sets objects without load (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| wind_load_wizard | Object | Wind load wizard |
| table_row | Number | Table row to which values hes to be set |
| objects_without_loads | Array | Object's indexes without loads |
| objects_without_loads_parallel_to | Array | Object's indexes without loads parallel to |
Creates empty wind load wizard (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Wind load wizard index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
+ ← + + Loads + + SpecialObjects + + → +
Dlubal Dev Docs Kind: global class
Creates design situation object
Returns: Created design situation object
| Param | Type | Description |
|---|---|---|
| no | Number | Number of design situation, can be undefined |
| design_situation_type | String | Design situation type |
| params | Object | Additional parameters, can be undefined |
| comment | String | Comment, can be undefined |
Returns internal Design Situation object
Kind: instance method of DesignSituation
Returns: Internal Design Situation object
Returns number of Design Situation
Kind: instance method of DesignSituation
Returns: Number of Design Situation
Sets combination wizard
Kind: instance method of DesignSituation
| Param | Type | Description |
|---|---|---|
| combination_wizard_no | Object | Combination wizard number |
Sets relationship between load cases
Kind: instance method of DesignSituation
| Param | Type | Description |
|---|---|---|
| relationship_between_load_cases_no | Object | Relationship between load cases number |
Enables/disables design situation
Kind: instance method of DesignSituation
| Param | Type | Description |
|---|---|---|
| active | Boolean | Design situation is enabled or disabled, can be undefined (true as default) |
Kind: global class
Creates load case
Returns: Object of LoadCase
| Param | Type |
|---|---|
| no | Number |
| name | String |
| comment | String |
| params | Object |
Kind: instance method of LoadCase
Returns: Object of LoadCase
| Param | Type |
|---|---|
| no | Number |
| name | String |
| staticAnalysisSettingsNo | Number |
| ActionCategory | String |
| selfWeighParams | Array |
| stabilityAnalysisSettingsNo | Number |
| comment | String |
| params | Object |
Kind: instance method of LoadCase
Returns: Object of LoadCase
| Param | Type |
|---|---|
| no | Number |
| name | String |
| modalAnalysisSettingsNo | Number |
| importMassesFrom | Boolean |
| selfWeighParams | Array |
| comment | String |
| params | Object |
Kind: instance method of LoadCase
Returns: Object of LoadCase
| Param | Type |
|---|---|
| no | Number |
| name | String |
| responseSpectrumAnalysisSettingsNo | Number |
| importModalAnalysisFrom | Number |
| responseSpectrums | Array |
| comment | String |
| params | Object |
Kind: instance method of LoadCase
Returns: Object of LoadCase
| Param | Type |
|---|---|
| no | Number |
| name | String |
| staticAnalysisSettingsNo | Number |
| windAnalysisSettingsNo | Number |
| windProfileNo | Number |
| windDirection | String |
| terrainOffset | Number |
| stabilityAnalysisSettingsNo | Number |
| comment | String |
| params | Object |
Kind: instance method of LoadCase
| Param | Type |
|---|---|
| imperfectionCaseNo | Number |
Kind: instance method of LoadCase
| Param | Type |
|---|---|
| structureModificationNo | Number |
Kind: instance method of LoadCase
Returns: List of action categories
Kind: instance method of LoadCase
Returns: Load case object
Kind: instance method of LoadCase
Returns: Number of Load case
Kind: global class
Creates Result combination object
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Result combination, can be undefined |
| design_situation_no | Number | Design situation number |
| load_case_items | Array | Array of load cases, can be undefined At least one load case must be specified: - combination type 'General': [[load_case, factor, load_type, operator], [load_case, factor, load_type, load_operator], ...] - other combination types: [[load_case], [load_case], ...] |
| load_combination_items | Array | Array of load combinations, can be undefined At least one load combination must be specified: - combination type 'General': [[load_combination, factor, load_type, operator], [load_combination, factor, load_type, load_operator], ...] - other combination types: [[load_combination], [load_combination], ...] |
| combination_type | String | Combination type, can be one of these types: GENERAL, ENVELOPE_PERMANENT, ENVELOPE_TRANSIENT, SUPERPOSITION. |
| comment | String | Comment, can be undefined |
| params | String | Additional parameters, can be undefined |
Creates General Result combination object
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Result combination, can be undefined |
| design_situation_no | Number | Design situation number |
| load_case_items | Array | Array of load cases, can be undefined At least one load case must be specified: - combination type 'General': [[load_case, factor, load_type, operator], [load_case, factor, load_type, load_operator], ...] - other combination types: [[load_case], [load_case], ...] |
| load_combination_items | Array | Array of load combinations, can be undefined At least one load combination must be specified: - combination type 'General': [[load_combination, factor, load_type, operator], [load_combination, factor, load_type, load_operator], ...] - other combination types: [[load_combination], [load_combination], ...] |
| comment | String | Comment, can be undefined |
| params | String | Additional parameters, can be undefined |
Creates Envelope permanent Result combination object
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Result combination, can be undefined |
| design_situation_no | Number | Design situation number |
| load_case_items | Array | Array of load cases, can be undefined At least one load case must be specified: - combination type 'General': [[load_case, factor, load_type, operator], [load_case, factor, load_type, load_operator], ...] - other combination types: [[load_case], [load_case], ...] |
| load_combination_items | Array | Array of load combinations, can be undefined At least one load combination must be specified: - combination type 'General': [[load_combination, factor, load_type, operator], [load_combination, factor, load_type, load_operator], ...] - other combination types: [[load_combination], [load_combination], ...] |
| comment | String | Comment, can be undefined |
| params | String | Additional parameters, can be undefined |
Creates Envelope transient Result combination object
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Result combination, can be undefined |
| design_situation_no | Number | Design situation number |
| load_case_items | Array | Array of load cases, can be undefined At least one load case must be specified: - combination type 'General': [[load_case, factor, load_type, operator], [load_case, factor, load_type, load_operator], ...] - other combination types: [[load_case], [load_case], ...] |
| load_combination_items | Array | Array of load combinations, can be undefined At least one load combination must be specified: - combination type 'General': [[load_combination, factor, load_type, operator], [load_combination, factor, load_type, load_operator], ...] - other combination types: [[load_combination], [load_combination], ...] |
| comment | String | Comment, can be undefined |
| params | String | Additional parameters, can be undefined |
Creates Superposition Result combination object
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Result combination, can be undefined |
| design_situation_no | Number | Design situation number |
| load_case_items | Array | Array of load cases, can be undefined (in case the load combinations are specified). At least one load case must be specified: - combination type 'General': [[load_case, factor, load_type, operator], [load_case, factor, load_type, load_operator], ...] - other combination types: [[load_case], [load_case], ...] |
| load_combination_items | Array | Array of load combinations, can be undefined At least one load combination must be specified: - combination type 'General': [[load_combination, factor, load_type, operator], [load_combination, factor, load_type, load_operator], ...] - other combination types: [[load_combination], [load_combination], ...] |
| comment | String | Comment, can be undefined |
| params | String | Additional parameters, can be undefined |
Sets SRSS combination
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| use_equivalent_linear_combination | Boolean | Use equivalent linear combination, can be undefined (false as default) |
| extreme_value_sign | String | Extreme value sign, can be undefined ('SIGN_POSITIVE_OR_NEGATIVE' as default) |
| according_load_case_or_combination | Object | According load case or combination, can be undefined in case extreme_value_sign is not 'SIGN_ACCORDING_TO_LC_CO'; otherwise must be specified |
Sets to solve
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| to_solve | Boolean | To solve state, can be undefined (true as default) |
Sets Generate sub-combinations of type 'Superposition'
Kind: instance method of ResultCombination
| Param | Type | Description |
|---|---|---|
| generate | Boolean | Generate sub-combinations of 'Superposition' combination type, can be undefined (true as default) |
Kind: instance method of ResultCombination
Returns: Number of Result combination
Kind: instance method of ResultCombination
Returns: Result combination object
Kind: global class
Create RSection Load case
Returns: Load case
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Load case, can be undefined |
| action_category | String | Action category |
| name | String | Name, can be undefined |
| to_solve | Boolean | To solve, can be undefined (true as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Returns load case object
Kind: instance method of RSectionLoadCase
Returns load case number
Kind: instance method of RSectionLoadCase
Kind: global class
Create RSection Load combination
Returns: Load combination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Load case, can be undefined |
| load_combination_items | Array | Items of load combination - load case index and factor [[LC1no, factor], [LC2no, factor]] |
| name | String | Name, can be undefined |
| to_solve | Boolean | To solve, can be undefined (true as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Assigns load cases
Kind: instance method of RSectionLoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| load_combination_items | Array | Load combination items [[load case no, factor], .... ] |
Creates base design situation (private)
Kind: global function
Returns: Created design situation object
| Param | Type | Description |
|---|---|---|
| no | Number | Number of design situation, can be undefined |
| params | Object | Additional parameters, can be undefined |
| comment | String | Comment, can be undefined |
Creates load combination
Kind: global function
Returns: Created load combination
| Param | Type | Description |
|---|---|---|
| no | Number | Load combination index, can be undefined |
| design_situation_no | Object | Index of design situation, can be undefined |
| load_combination_items | Array | Items of load combination - load case index and factor [[LC1no,factor],[LC2no,factor]] |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets analysis type and static analysis settings
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| no | Number | Load combination index, can be undefined |
| static_analysis_settings | Object | Static analysis settings |
| design_situation | Object | Design situation |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets imperfection case
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| imperfection_case | Object | Imperfection case, can be undefined (in case of disabling ) |
| enabled | Boolean | Enable/disable imperfection case, can be undefined (true as default) |
Sets structure modification
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| structure_modification | Object | Structure modification, can be undefined (in case of disabling) |
| enabled | Boolean | Enable/disable structure modification, can be undefined (true as default) |
Sets initial state from
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| initial_state_case | Object | Initial state, can be undefined (in case of disabling) |
| initial_state_definition_type | String | Initial state definition type, can be undefined (DEFINITION_TYPE_FINAL_STATE as default) |
| enabled | Boolean | Enable/disable initial state, can be undefined (true as default) |
Calculates critical load
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| stability_analysis_settings | Object | Stability analysis settings, can be undefined (in case of disabling) |
| enabled | Boolean | Enable/disable initial state, can be undefined (true as default) |
Creep caused by permanent load from
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| creep_caused_by_permanent_loading_case | Object | Creep caused by permanent loading case, can be undefined (in case of disabling) |
| enabled | Boolean | Enable/disable loading case, can be undefined (true as default) |
Consider construction stage
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| construction_stage | Object | Construction stage, can be undefined (in case of disabling) |
| enabled | Boolean | Enable/disable construction stage, can be undefined (true as default) |
Assigns load cases
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| load_combination_items | Array | Load combination items [[load case no, factor], .... ] |
Sets load combination to solve
Kind: instance method of LoadCombination
Returns: Modified load combination
| Param | Type | Description |
|---|---|---|
| to_solve | Boolean | Enable/disable load combination to solve, can be undefined (true as default) |
Creates load combination (private)
Kind: global function
Returns: Created load combination
| Param | Type | Description |
|---|---|---|
| no | Number | Load combination index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: global function
Returns: Load case
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Load case, can be undefined |
| action_category | String | Action category |
| name | String | Name, can be undefined |
| to_solve | Boolean | To solve, can be undefined (true as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
Create RSection Load combination
Kind: global function
Returns: Load combination
| Param | Type | Description |
|---|---|---|
| no | Number | Number of Load case, can be undefined |
| name | String | Name, can be undefined |
| to_solve | Boolean | To solve, can be undefined (true as default) |
| comment | String | Comment, can be undefined |
| params | Object | Parameters, can be undefined |
+ ← + + InternalForces + + Loads + + → +
Dlubal Dev Docs Kind: global class
Creates free circular load
Returns: Object - Created free circular load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free circular load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free circular uniform load
Kind: instance method of FreeCircularLoad
Returns: Object - Created free circular uniform load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free circular uniform load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free circular linear load
Kind: instance method of FreeCircularLoad
Returns: Object - Created free linear uniform load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free circular linear load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates free concentrated load
Returns: Object - Created free concentrated load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free concentrated load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free concentrated force load
Kind: instance method of FreeConcentratedLoad
Returns: Object - Created free concentrated force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free concentrated force load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free concentrated moment load
Kind: instance method of FreeConcentratedLoad
Returns: Object - Created free concentrated moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free concentrated moment load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates free line load
Returns: Object - Created free line load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free line load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free line uniform load
Kind: instance method of FreeLineLoad
Returns: Object - Created free line uniform load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free line uniform load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free line linear load
Kind: instance method of FreeLineLoad
Returns: Object - Created free line linear load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free line linear load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates free polygon load
Returns: Object - Created free polygon load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free polygon load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free polygon uniform load
Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon uniform load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free polygon uniform load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free polygon linear load
Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free polygon linear load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free polygon linear in X load
Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear in X load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free polygon linear in X load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free polygon linear in Y load
Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear in Y load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free polygon linear in Y load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates free rectangular load
Returns: Object - Created free rectangular load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular uniform load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular uniform load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular uniform load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular linear in X load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular linear in X load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular linear in X load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular linear in Y load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular linear in Y load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular linear in Y load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular varying in Z load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying in Z load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular varying in Z load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular varying along perimeter load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying along perimeter load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular varying along perimeter load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates free rectangular varying in Z and along perimeter load
Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying in Z and along perimeter load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of free rectangular varying in Z and along perimeter load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates imposed line deformation
Returns: Object - Created imposed line deformation
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imposed line deformation, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of lines indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates imposed line deformation
Kind: instance method of ImposedLineDeformation
Returns: Object - Created imposed nodal deformation
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imposed line deformation, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of lines indexes |
| displacement_line_start_x | Number | Imposed displacement at line start ux,i |
| displacement_line_start_y | Number | Imposed displacement at line start uy,i, can be undefined |
| displacement_line_start_z | Number | Imposed displacement at line start uz,i, can be undefined |
| displacement_line_end_x | Number | Imposed displacement at line end ux,j, can be undefined |
| displacement_line_end_y | Number | Imposed displacement at line end uy,i, can be undefined |
| displacement_line_end_z | Number | Imposed displacement at line end uz,i, can be undefined |
| rotation_line_start | Number | Imposed rotation at line start ϕx,i, can be undefined |
| rotation_line_end | Number | Imposed rotation at line end ϕx,j, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates imposed nodal deformation
Returns: Object - Created imposed nodal deformation
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imposed nodal deformation, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of nodes indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates imposed nodal deformation
Kind: instance method of ImposedNodalDeformation
Returns: Object - Created imposed nodal deformation
| Param | Type | Description |
|---|---|---|
| no | Number | Index of imposed nodal deformation, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of nodes indexes |
| imposed_displacement_x | Number | Imposed displacement uX' |
| imposed_displacement_y | Number | Imposed displacement uY', can be undefined |
| imposed_displacement_z | Number | Imposed displacement uZ', can be undefined |
| imposed_rotation_x | Number | Imposed rotation ϕX', can be undefined |
| imposed_rotation_y | Number | Imposed rotation ϕY', can be undefined |
| imposed_rotation_z | Number | Imposed rotation ϕZ', can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Kind: global class
Creates line load
Returns: Object - Created line load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line load, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of line indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line force load
Kind: instance method of LineLoad
Returns: Object - Created line force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line load, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of lines |
| load_distribution | String | Load distribution |
| load_values | Array | Load values depend on load distribution (for more information look at setLineLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line moment load
Kind: instance method of LineLoad
Returns: Object - Created line moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line load, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of lines |
| load_distribution | String | Load distribution |
| load_values | Array | Load values depend on load distribution (for more information look at setLineLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line mass load
Kind: instance method of LineLoad
Returns: Object - Created line mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line load, can be undefined |
| load_case | Object | Load case |
| lines | Array | List of lines |
| load_value | Number | Uniform load value |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets option for reference to list of lines
Kind: instance method of LineLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for refer distance to the line end
Kind: instance method of LineLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for load over total length of line (only for trapezoidal load distribution)
Kind: instance method of LineLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets individual mass components (only for mass load)
Kind: instance method of LineLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
Kind: global class
Creates line set load
Returns: Object - Created line set load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line set load, can be undefined |
| load_case | Object | Load case |
| line_sets | Array | List of line sets indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line set force load
Kind: instance method of LineSetLoad
Returns: Object - Created line set force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line set load, can be undefined |
| load_case | Object | Load case |
| line_sets | Array | List of line sets |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setLineLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line set moment load
Kind: instance method of LineSetLoad
Returns: Object - Created line set moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line set load, can be undefined |
| load_case | Object | Load case |
| line_sets | Array | List of line sets |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setLineLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates line set mass load
Kind: instance method of LineSetLoad
Returns: Object - Created line set mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line set load, can be undefined |
| load_case | Object | Load case |
| line_sets | Array | List of line sets |
| load_value | Number | Uniform parameter value |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets option for refer distance to the end of line set
Kind: instance method of LineSetLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for load over total length of line set (only for trapezoidal load distribution)
Kind: instance method of LineSetLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets individual mass components (only for mass load)
Kind: instance method of LineSetLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
Kind: global class
Creates member load
Returns: Object - Created member load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member force load
Kind: instance method of MemberLoad
Returns: Object - Created member force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member moment load
Kind: instance method of MemberLoad
Returns: Object - Created member moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member mass load
Kind: instance method of MemberLoad
Returns: Object - Created member mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member temperature load
Kind: instance method of MemberLoad
Returns: Object - Created member temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member temperature change load
Kind: instance method of MemberLoad
Returns: Object - Created member temperature change load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member axial strain load
Kind: instance method of MemberLoad
Returns: Object - Created member axial strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member axial displacement load
Kind: instance method of MemberLoad
Returns: Object - Created member axial displacement load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member precamber load
Kind: instance method of MemberLoad
Returns: Object - Created member precamber load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member initial prestress load
Kind: instance method of MemberLoad
Returns: Object - Created member initial prestress load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member displacement load
Kind: instance method of MemberLoad
Returns: Object - Created member displacement load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member rotation load
Kind: instance method of MemberLoad
Returns: Object - Created member rotation load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member content full load
Kind: instance method of MemberLoad
Returns: Object - Created member pipe content full load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_value | Number | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member pipe content partial load
Kind: instance method of MemberLoad
Returns: Object - Created member pipe content partial load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_values | Array | Load parameters for Uniform distribution |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member pipe internal pressure load
Kind: instance method of MemberLoad
Returns: Object - Created member pipe internal pressure load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member rotary motion load
Kind: instance method of MemberLoad
Returns: Object - Created member rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member load, can be undefined |
| load_case | Object | Load case |
| members | Array | List of member indexes |
| load_values | Number | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets option for reference to list of members
Kind: instance method of MemberLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for refer distance to the member end
Kind: instance method of MemberLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for load over total length of member (only for trapezoidal load distribution)
Kind: instance method of MemberLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets eccentricity (only force load)
Kind: instance method of MemberLoad
| Param | Type | Description |
|---|---|---|
| reference_to | String | Eccentricity is refereed to what ("LEFT_TOP", "CENTER_TOP", "RIGHT_TOP", "LEFT_CENTER", "CENTER_CENTER", "RIGHT_CENTER", "LEFT_BOTTOM", "CENTER_BOTTOM", "RIGHT_BOTTOM", "CENTER_OF_GRAVITY", "SHEAR_CENTER") |
| offset_member_start_ey | Number | Offset at member start, can be undefined |
| offset_member_start_ez | Number | Offset at member start, can be undefined |
| offset_member_end_ey | Number | Offset at member end, can be undefined |
| offset_member_end_ez | Number | Offset at member end, can be undefined |
Sets individual mass components (only for mass load)
Kind: instance method of MemberLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
Kind: global class
Creates member set load
Returns: Object - Created member set load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set force load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set moment load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set mass load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set temperature load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set temperature change load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set temperature change load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set axial strain load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set axial strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set axial displacement load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set axial displacement load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set precamber load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set precamber load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set initial prestress load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set initial prestress load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set displacement load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set displacement load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set rotation load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set rotation load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set content full load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe content full load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member sets indexes |
| load_value | Number | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set pipe content partial load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe content partial load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_values | Array | Load parameters for Uniform distribution |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set pipe internal pressure load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe internal pressure load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_value | Number | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates member set rotary motion load
Kind: instance method of MemberSetLoad
Returns: Object - Created member set rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member set load, can be undefined |
| load_case | Object | Load case |
| member_sets | Array | List of member set indexes |
| load_values | Number | Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets option for refer distance to the member set end
Kind: instance method of MemberSetLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets option for load over total length of member set (only for trapezoidal load distribution)
Kind: instance method of MemberSetLoad
| Param | Type | Description |
|---|---|---|
| value | Boolean | When undefined, true as default |
Sets eccentricity (only force load)
Kind: instance method of MemberSetLoad
| Param | Type | Description |
|---|---|---|
| reference_to | String | Eccentricity is refereed to what ("left_top", "center_top", "right_top", "left_center", "center_center", "right_center", "left_bottom", "center_bottom", "right_bottom", "center_of_gravity", "shear_center") |
| offset_member_start_ey | Number | Offset at member start, can be undefined |
| offset_member_start_ez | Number | Offset at member start, can be undefined |
| offset_member_end_ey | Number | Offset at member end, can be undefined |
| offset_member_end_ez | Number | Offset at member end, can be undefined |
Sets individual mass components (only for mass load)
Kind: instance method of MemberSetLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
Kind: global class
Creates nodal load
Returns: Object - Created nodal load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates nodal force load
Kind: instance method of NodalLoad
Returns: Object - Created nodal force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes |
| force | Number | Load force value |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates nodal moment load
Kind: instance method of NodalLoad
Returns: Object - Created nodal moment load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes |
| moment | Number | Load moment value |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates nodal moment load
Kind: instance method of NodalLoad
Returns: Object - Create nodal components load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes |
| forces | Array | List of forces [FX, FX, FY] |
| moments | Array | List of moments [MX, MY, MZ] |
| comment | String | Comment, van be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates nodal moment load
Kind: instance method of NodalLoad
Returns: Object - Create nodal mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes |
| mass | Number | Load mass value |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Adds specific direction to load
Kind: instance method of NodalLoad
| Param | Type | Description |
|---|---|---|
| type | Number | Specific direction type, can be one of: - 1 (Rotated view 3 angles) - 2 (Directed to node) - 3 (Parallel to two nodes) - 4 (Parallel to CS of line) - 4 (Parallel to CS of line) - 5 (Parallel to CS of member) |
| values | Array | List of values for specified direction: - [αX',αY',αZ',sequence] (for 1), example: [0.1,0.2,0.1,"X'Y'Z'"], sequence can be empty by default - [node_index] (for 2) - [node1_index, node2_index] (for 3) - [line_no] (for 4) - [member_no] (for 5) |
Adds eccentricity to load
Kind: instance method of NodalLoad
| Param | Type | Description |
|---|---|---|
| eccentricity_x | Number | Eccentricity eX |
| eccentricity_y | Number | Eccentricity eY |
| eccentricity_z | Number | Eccentricity eZ |
Adds shifted display to load
Kind: instance method of NodalLoad
| Param | Type | Description |
|---|---|---|
| offset | Array | Offset [ΔX,ΔY,ΔZ], example [0.1,0.2,0] |
| distance | Number | Distance Δ |
Adds individual mass components to load
Kind: instance method of NodalLoad
| Param | Type | Description |
|---|---|---|
| mass | Array | mass [MX,MY,MZ], example [0.1,0.2,0] |
| distance | Number | mass_moment_of_inertia [IX,IY,IZ], example [0.1,0.2,0] - |
Kind: global class
Creates solid load
Returns: Object - Created opening load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of opening load, can be undefined |
| load_case | Object | Load case |
| openings | Array | List of opening indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates opening force load
Kind: instance method of OpeningLoad
Returns: Object - Created opening force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of opening load, can be undefined |
| load_case | Object | Load case |
| openings | Array | List of openings indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Set smooth concentrated load
Kind: instance method of OpeningLoad
| Param | Type | Description |
|---|---|---|
| value, | Boolean | can be undefined (false) |
Kind: global class
Creates solid load
Returns: Object - Created solid load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid force load
Kind: instance method of SolidLoad
Returns: Object - Created solid force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| load_value | Array | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid temperature load
Kind: instance method of SolidLoad
Returns: Object - Created solid temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid strain load
Kind: instance method of SolidLoad
Returns: Object - Created solid strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid buoyancy load
Kind: instance method of SolidLoad
Returns: Object - Created solid buoyancy load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| load_value | Array | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid rotary motion load
Kind: instance method of SolidLoad
Returns: Object - Created solid rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid load, can be undefined |
| load_case | Object | Load case |
| solids | Array | List of solid indexes |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Determine air density at specified altitude
Kind: instance method of SolidLoad
| Param | Type | Description |
|---|---|---|
| altitude | Number | Altitude value, if undefined, determine air density at specified altitude will be set false |
Kind: global class
Creates solid set load
Returns: Object - Created solid set load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid set force load
Kind: instance method of SolidSetLoad
Returns: Object - Created solid set force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| load_value | Array | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid set temperature load
Kind: instance method of SolidSetLoad
Returns: Object - Created solid set temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid set strain load
Kind: instance method of SolidSetLoad
Returns: Object - Created solid set strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid set buoyancy load
Kind: instance method of SolidSetLoad
Returns: Object - Created solid set buoyancy load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| load_value | Array | Uniform load parameter |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates solid set rotary motion load
Kind: instance method of SolidSetLoad
Returns: Object - Created solid set rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid set load, can be undefined |
| load_case | Object | Load case |
| solid_sets | Array | List of solid set indexes |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Determine air density at specified altitude
Kind: instance method of SolidSetLoad
| Param | Type | Description |
|---|---|---|
| altitude | Number | Altitude value, if undefined, determine air density at specified altitude will be set false |
Kind: global class
Creates surface load
Returns: Object - Created surface load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface force load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface temperature load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface axial strain load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface axial strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface precamber load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface precamber load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_value | Array | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface rotary motion load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface mass load
Kind: instance method of SurfaceLoad
Returns: Object - Created surface mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface load, can be undefined |
| load_case | Object | Load case |
| surfaces | Array | List of surface indexes |
| load_value | Array | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets individual mass components (only for mass load)
Kind: instance method of SurfaceLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
Kind: global class
Creates line set load
Returns: Object - Created line set load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line set load, can be undefined |
| load_case | Object | Load case |
| line_sets | Array | List of line set indexes |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set force load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set force load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set temperature load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set temperature load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set axial strain load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set axial strain load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set precamber load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set precamber load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_value | Array | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set rotary motion load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set rotary motion load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_values | Array | Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function) |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates surface set mass load
Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set mass load
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface set load, can be undefined |
| load_case | Object | Load case |
| surface_sets | Array | List of surface set indexes |
| load_value | Array | Uniform load parameter |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Sets individual mass components (only for mass load)
Kind: instance method of SurfaceSetLoad
| Param | Type | Description |
|---|---|---|
| MX | Number | Mass in X coordination, can be undefined |
| MY | Number | Mass in Y coordination, can be undefined |
| MZ | Number | Mass in Z coordination, can be undefined |
ObjectCreates load based on its type
Kind: global function
Returns: Object - Created load
| Param | Type | Description |
|---|---|---|
| load_type | Number | Load type |
| no | Number | Index of load, can be undefined |
| load_case | Object | Load case |
| index_list | Array | List of assigned objects (indexes), can be empty |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
ObjectCreates load with one only value (force, mass and so on)
Kind: global function
Returns: Object - Created load
| Param | Type | Description |
|---|---|---|
| load_type | Number | Load type |
| no | Number | Index of nodal load, can be undefined |
| load_case | Object | Load case |
| nodes | Array | List of node indexes, can be undefined |
| force | Number | Load force value, can be undefined |
| moment | Number | Load moment value, can be undefined |
| mass | Number | Load mass value, can be undefined |
| load_direction | String | Load direction, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Load parameters, can be undefined |
Shows assert (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| load_type | String | Load type |
| load_distribution | String | Load distribution, can be undefined |
Set load parameters
Kind: global function
| Param | Type | Description |
|---|---|---|
| arguments | Array | Arguments: arg[0] - load, arg[1] - load parameters, arg[2] - load parameters to be set |
BooleanSets axis for rotary motion load type
Kind: global function
Returns: Boolean - True if axis and orientation was successfully set
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| value | String | Parallel axis (X, Y, Z) |
BooleanSets axis and orientation for rotary motion load type
Kind: global function
Returns: Boolean - True if axis and orientation was successfully set
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| value | String | Parallel axis (+X, -X, ...) |
ObjectFunction assigns parameters to line / line set load depend of load type and load distribution (private)
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_type | String | Load type |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Uniform - Total": [P] - "Force" / "Concentrated - 1": [P, A, is_a_relative] - "Force" / "Concentrated - n x": [P, n, A, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - 2 x 2": [P, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Force" / "Concentrated - 2 x": [P1, A, P2, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - Varying": [P1, x1, P2, x2 ... Pn, xn] - "Force" / "Trapezoidal": [p1, B, p2, A, is_b_relative, is_a_relative] - "Force" / "Tapered": [p1, p2, A, B, is_a_relative, is_b_relative] - "Force" / "Parabolic": [p1, p2, p3] - "Force" / "Varying": [p1, x1, p2, x2 ... pn, xn] - "Force" / "Varying in Z": [p1, z1, p2, z2 ... pn, zn] - "Moment" / "Uniform" (load type / load distribution): [m] - "Moment" / "Concentrated - 1": [M, A, is_a_relative] - "Moment" / "Concentrated - n x": [M, n, A, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - 2 x 2": [M, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Moment" / "Concentrated - 2 x": [M1, A, M2, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - Varying": [M1, x1, M2, x2 ... Mn, xn] - "Moment" / "Trapezoidal": [m1, B, m2, A, is_b_relative, is_a_relative] - "Moment" / "Tapered": [m1, m2, A, B, is_a_relative, is_b_relative] - "Moment" / "Parabolic": [m1, m2, m3] - "Moment" / "Varying": [m1, x1, m2, x2 ... mn, xn] - "Mass" / "Uniform": M |
ObjectFunction assigns parameters to member / member set load depend of load type and load distribution (private)
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_type | String | Load type |
| load_distribution | String | Load distribution, can be undefined |
| load_values | Array | Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Uniform - Total": [P] - "Force" / "Concentrated - 1": [P, A, is_a_relative] - "Force" / "Concentrated - n x": [P, n, A, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - 2 x 2": [P, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Force" / "Concentrated - 2 x": [P1, A, P2, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - Varying": [P1, x1, P2, x2 ... Pn, xn] - "Force" / "Trapezoidal": [p1, B, p2, A, is_b_relative, is_a_relative] - "Force" / "Tapered": [p1, p2, A, B, is_a_relative, is_b_relative] - "Force" / "Parabolic": [p1, p2, p3] - "Force" / "Varying": [p1, x1, p2, x2, ... pn, xn] - "Force" / "Varying in Z": [p1, z1, p2, z2 ... pn, zn] - "Moment" / "Uniform" (load type / load distribution): [m] - "Moment" / "Concentrated - 1": [M, A, is_a_relative] - "Moment" / "Concentrated - n x": [M, n, A, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - 2 x 2": [M, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Moment" / "Concentrated - 2 x": [M1, A, M2, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - Varying": [M1, x1, M2, x2 ... Mn, xn] - "Moment" / "Trapezoidal": [m1, B, m2, A, is_b_relative, is_a_relative] - "Moment" / "Tapered": [m1, m2, A, B, is_a_relative, is_b_relative] - "Moment" / "Parabolic": [m1, m2, m3] - "Moment" / "Varying": [m1, x1, m2, x2, ... mn, xn] - "Mass" / "Uniform": M - "Temperature" / "Uniform": [Tt, Tb] - "Temperature" / "Trapezoidal": [Tt1, B, Tb1, Tt2, Tb2, A, is_b_relative, is_a_relative] - "Temperature" / "Tapered": [Tt1, Tb1, Tt2, Tb2, A, B, is_a_relative, is_b_relative] - "Temperature" / "Parabolic": [Tt1, Tb1, Tt2, Tb2, Tt3, Tb3] - "Temperature" / "Varying": [Tt1, Tb1, x1, Tt2, Tb2, x2 ... Ttn, Tbn, xn] - "Temperature Change" / "Uniform": [Tc, ΔT] - "Temperature Change" / "Trapezoidal": [Tc1, B, ΔT1, Tc2, ΔT2, A, is_b_relative, is_a_relative] - "Temperature Change" / "Tapered": [Tc1, ΔT1, ΔT2, ΔT2, A, B, is_a_relative, is_b_relative] - "Temperature Change" / "Parabolic": [Tt1, ΔT1, Tt2, ΔT2, Tt3, ΔT3] - "Temperature Change" / "Varying": [Tc1, ΔT1, x1, Tc2, ΔT2, x2 ... Tcn, ΔTn, xn] - "Axial Strain" / "Uniform": [ε] - "Axial Strain" / "Trapezoidal": [ε1, B, ε2, A, is_b_relative, is_a_relative] - "Axial Strain" / "Tapered": [ε1, ε2, A, B, is_a_relative, is_b_relative] - "Axial Strain" / "Parabolic": [ε1, ε2, ε3] - "Axial Strain" / Varying": [ε1, x1, ε2, x2, ... εn, xn] - "Axial Displacement" / "Uniform": Δl - "Precamber" / "Uniform": [κ] - "Precamber" / "Trapezoidal": [κ1, B, κ2, A, is_b_relative, is_a_relative] - "Precamber" / "Tapered": [κ1, A, κ2, B, is_a_relative, is_a_relative] - "Precamber" / "Parabolic": [κ1, κ2, κ3] - "Precamber" / "Varying": [κ1, x1, κ2, x2, ... κn, xn] - "Initial Prestress" / "Uniform": V - "Displacement" / "Uniform": [δ] - "Displacement" / "Concentrated - 1": [Δ, A, is_a_relative] - "Displacement" / "Concentrated - n x": [Δ, n, A, B, is_a_relative, is_b_relative] - "Displacement" / "Concentrated - 2 x 2": [Δ, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Displacement" / "Concentrated - 2 x": [Δ1, Δ2, A, B, is_a_relative, is_b_relative] - "Displacement" / "Concentrated - Varying": [Δ1, x1, Δ2, x2 ... Δn, xn] - "Displacement" / "Trapezoidal": [δ1, B, δ2, A, is_b_relative, is_a_relative] - "Displacement" / "Tapered": [δ1, δ2, A, B, is_a_relative, is_b_relative] - "Displacement" / "Parabolic": [δ1, δ2, δ3] - "Displacement" / "Varying": [δ1, x1, δ2, x2, ... δn, xn] - "Rotation" / "Uniform": [φ] - "Rotation" / "Concentrated - 1": [φ, A, is_a_relative] - "Rotation" / "Concentrated - n x": [φ, n, A, B, is_a_relative, is_b_relative] - "Rotation" / "Concentrated - 2 x 2": [φ, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Rotation" / "Concentrated - 2 x": [φ1, A, φ2, B, is_a_relative, is_b_relative] - "Rotation" / "Concentrated - Varying": [φ1, x1, φ2, x2 ... φn, xn] - "Rotation" / "Trapezoidal": [φ1, B, φ2, A, is_b_relative, is_a_relative] - "Rotation" / "Tapered": [φ1, φ2, A, B, is_a_relative, is_b_relative] - "Rotation" / "Parabolic": [φ1, φ2, φ3] - "Rotation" / "Varying": [φ1, x1, φ2, x2, ... φn, xn] - "Pipe Content - Full" / "Uniform": γ - "Pipe Content - Partial" / "Uniform": [γ, d] - "Pipe Internal Pressure" / "Uniform": p - "Rotary Motion": [axis_definition, ω, α, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, ω, α, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") |
ObjectFunction assigns parameters to surface / surface set load depend of load type and load distribution (private)
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_type | String | Load type |
| load_distribution | String | Load distribution, can be undefined |
| load_values | Array | Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Linear": [Node1, Node2, Node3, p1, p2, p3] - "Force: / "Linear in X": [Node1, Node2, p1, p2] - "Force" / "Linear in Y": [Node1, Node2, p1, p2] - "Force" / "Linear in Z": [Node1, Node2, p1, p2] - "Force" / "Radial": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Force" / "Varying in Z": [p1, z1, p2, z2, ... pn, zn] - "Temperature" / "Uniform": [Tc, ΔT] - "Temperature" / "Linear": [Node1, Node2, Node3, Tc1, Tc2, Tc3, ΔT1, ΔT2, ΔT3] - "Temperature" / "Linear in X": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Linear in Y": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Linear in Z": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Radial": [axis_definition, Tc1, Tc2, ΔT1, ΔT2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, Tc1, Tc2, ΔT1, ΔT2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Axial Strain" / "Uniform": [εx, εy] - "Axial Strain" / "Linear": [Node1, Node2, Node3, ε1x, ε1y, ε2x, ε2y, ε3x, ε3y] - "Axial Strain" / "Linear in X": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Axial Strain" / "Linear in Y": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Axial Strain" / "Linear in Z": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Precamber" / "Uniform": [κ] - "Rotary Motion": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Mass" / "Uniform": [M] |
ObjectFunction assigns parameters to solid / solid set load depend of load type and load distribution (private)
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_type | String | Load type |
| load_distribution | String | Load distribution, can be undefined |
| load_values | Array | Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Temperature" / "Uniform": [T] - "Temperature" / "Linear in X": [Node1, Node2, T1, T2] - "Temperature" / "Linear in Y": [Node1, Node2, T1, T2] - "Temperature" / "Linear in Z": [Node1, Node2, T1, T2] - "Strain" / "Uniform": [εx, εy, εz] - "Strain" / "Linear in X": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Strain" / "Linear in Y": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Strain" / "Linear in Z": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Buoyancy" / "Uniform": [p] - "Rotary Motion": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") |
ObjectUpdates common parameters for free loads
Kind: global function
Returns: Object - Updated free load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_projection | String | Load projection, can be undefined |
| load_direction | String | Load direction, can be undefined |
| load_acting_region_from | Number | Start of load acting region, can be undefined |
| load_acting_region_to | Number | End of load acting region, can be undefined |
ObjectSet parameters to free circular load depend on load distribution
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend of load distribution - "Uniform": [p, R, CX, CY] - "Linear": [pC, R, pR, CX, CY] |
ObjectSet parameters to free concentrated load depend on load type
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_type | String | Load type |
| load_values | Array | Load parameters depend of load type - "Force": [p, X, Y] - "Moment": [M, X, Y] |
ObjectSet parameters to free line load depend on load distribution
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend of load distribution - "Force": [p, X1, Y1, X2, Y2] - "Linear": [p1, p2, X1, Y1, X2, Y2] |
ObjectSet parameters to free polygon load depend on load distribution
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend of load distribution - "Uniform": [p, X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn] - "Linear": [p1, node1, node2, node3, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2, p3] - "Linear in X": [p1, node1, node2, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2] - "Linear in Y": [p1, node1, node2, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2] |
ObjectSet parameters to free rectangular load depend on load distribution
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load | Object | Load |
| load_distribution | String | Load distribution |
| load_values | Array | Load parameters depend of load distribution - "Uniform": [location, p, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" - [location, p, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Linear in X": [location, p1, p2, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" [location, p1, p2, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Linear in Y": [location, p1, p2, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" [location, p1, p2, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Varying in Z": [location, p, X1, Y1, X2, Y2, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn]] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn]] for location (2) "Center and sides of rectangle" - "Varying along Perimeter": [location, p, X1, Y1, X2, Y2, [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)]] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)]] for location (2) "Center and sides of rectangle" - "Varying in Z and Perimeter": [location, p, X1, Y1, X2, Y2, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn], [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn], [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)] for location (2) "Center and sides of rectangle" |
ObjectAssignes values to load depend of load type and load distribution (private)
Kind: global function
Returns: Object - Returns modified load
| Param | Type | Description |
|---|---|---|
| load_type | String | Load type |
| load_distribution | String | Load distribution, can be undefined |
| load_values | Array | Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform/Trapezoidal": [p] - "Force" / "Linear/Trapezoidal": [Node1, Node2, Node3, p1, p2, p3] |
+ ← + + Loading + + LoadWizards + + → +
Dlubal Dev Docs Kind: global class
Creates member
Returns: Created structure modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of structure modification, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Structure modification's parameters, can be undefined |
Modification of material
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| material_name | String | Name of material |
| modification_type | String | Type of modification ("Multiplier factor", "Division factor"), can be undefined (Multiplier factor as default) |
| factor_for_e_and_g | Number | Factor for E and G, can be undefined (1.00 by default) |
| comment | String | Comment, can be undefined |
Modification of section
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| section_name | String | Name of section |
| sectional_areas_factor_a | Number | Sectional areas factor A, can be undefined (1.00 by default) |
| sectional_areas_factor_a_y | Number | Sectional areas factor Ay, can be undefined (1.00 by default) |
| sectional_areas_factor_a_z | Number | Sectional areas factor Az, can be undefined (1.00 by default) |
| moment_of_inertia_factor_j | Number | Moment of inertia factor J, can be undefined (1.00 by default) |
| moment_of_inertia_favor_i_y | Number | Moment of inertia factor Iy, can be undefined (1.00 by default) |
| moment_of_inertia_favor_i_z | Number | Moment of inertia factor Iz, can be undefined (1.00 by default) |
Modification of members
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_stiffness_modification | Object | Member stiffness modification index |
| members | Array | List of members indexes |
| comment | String | Comment, can be undefined, can be undefined |
Modification of surfaces
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_stiffness_modification | Object | Surface stiffness modification index |
| surfaces | Array | List of surfaces indexes |
| comment | String | Comment, can be undefined |
Modification of member hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_no | Number | Member index |
| member_side | String | Member hinge side (start, end) |
| translational_factor_u_x | Number | Translational spring constant Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational spring constant Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational spring constant Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational spring constant Cφ,x, can be undefined (1.00 by default) |
| rotational_factor_phi_y | Number | Rotational spring constant Cφ,y, can be undefined (1.00 by default) |
| rotational_factor_phi_z | Number | Rotational spring constant Cφ,z, can be undefined (1.00 by default) |
MOdification for line hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_no | Number | Surface index |
| line_no | Number | Line index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
Modification of nodal supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| node_no | Number | Node index |
| support_factor_ux | Number | Support factor Cu,x, can be undefined (1.00 by default) |
| support_factor_uy | Number | Support factor Cu,y, can be undefined (1.00 by default) |
| support_factor_uz | Number | Support factor Cu,z, can be undefined (1.00 by default) |
| restraint_factor_phi_x | Number | Restraint factor Cφ,x, can be undefined (1.00 by default) |
| restraint_factor_phi_y | Number | Restraint factor Cφ,y, can be undefined (1.00 by default) |
| restraint_factor_phi_z | Number | Restraint factor Cφ,z, can be undefined (1.00 by default) |
Modification of line supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| line_no | Number | Line index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Transational factor Cu,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
| rotational_factor_phi_y | Number | Rotational factor Cφ,z, can be undefined (1.00 by default) |
| rotational_factor_phi_z | Number | Rotational factor Cφ,z, can be undefined (1.00 by default) |
Modification of member supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| member_no | Number | Member index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| shear_factor_s_x | Number | Shear factor Cs,x, can be undefined (1.00 by default) |
| shear_factor_s_y | Number | Shear factor Cs,y, can be undefined (1.00 by default) |
| shear_factor_s_z | Number | Shear factor Cs,z, can be undefined (1.00 by default) |
| rotational_factor_phi_x | Number | Rotational factor Cφ,x, can be undefined (1.00 by default) |
Modification of surface supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| surface_no | Number | Surface index |
| translational_factor_u_x | Number | Translational factor Cu,x, can be undefined (1.00 by default) |
| translational_factor_u_y | Number | Translational factor Cu,y, can be undefined (1.00 by default) |
| translational_factor_u_z | Number | Translational factor Cu,z, can be undefined (1.00 by default) |
| shear_factor_v_xz | Number | Shear factor Cv,xz, can be undefined (1.00 by default) |
| shear_factor_v_yz | Number | Shear factor Cv,yz, can be undefined (1.00 by default) |
Deactivation of objects
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| members_object_selection | Object | Object selection with deactivated members, can be undefined (1.00 by default) |
| surfaces_object_selection | Object | Object selection with deactivated surfaces, can be undefined (1.00 by default) |
| solids_object_selection | Object | Object selection with deactivated solids, can be undefined (1.00 by default) |
| support_on_nodes_object_selection | Object | Object selection with deactivated nodal's supports, can be undefined (1.00 by default) |
| support_on_lines_object_selection | Object | Object selection with deactivated line's supports, can be undefined (1.00 by default) |
| support_on_members_object_selection | Object | Object selection with deactivated member's supports, can be undefined (1.00 by default) |
| support_on_surfaces_object_selection | Object | Object selection with deactivated surfaces's supports, can be undefined (1.00 by default) |
Sets member concrete reinforcement
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
Sets surface concrete reinforcement
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
Sets timber members due to moisture class
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| enabled | Boolean | Enabled, true if undefined |
Deactivates material nonlinearity models
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates temperature dependencies
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates line nonlinearities - line hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates member nonlinearities - member types
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates member nonlinearities - member hinges
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates member nonlinearities
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates contact nonlinearities - surface contact, solid types "Contact"
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates support nonlinearities - nodal supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates support nonlinearities - line supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates support nonlinearities - member supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Deactivates support nonlinearities - surface supports
Kind: instance method of StructureModification
| Param | Type | Description |
|---|---|---|
| disabled | Boolean | Disabled, true if undefined |
Sets table value (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| value | Number | Value to set |
| table | String | Table to set |
| tableParameter | String | Table parameter with value to set |
| row | Number | Row with parameter and its value |
| controlParameter | Number | Control parameter to check, if value can be set |
| errorString | Number | Error message in case the value cannot be set |
Finds all members with hinges (private)
Kind: global function
Returns: List with array (member index, member side, member hinge)
Finds all lines with hinges (private)
Kind: global function
Returns: List with array (surface index, line index, line hinge)
Finds all specified objects with hinges
Kind: global function
Returns: List with array (object's index, support)
| Param | Type | Description |
|---|---|---|
| objects_list | Object | Object's container |
+ ← + + LoadWizards + + TypesForLines + + → +
Dlubal Dev Docs Kind: global class
Creates line hinge
Returns: Object - Created line hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line hinge, can be undefined |
| surface | Integer | Surface id (lines must lie on this surface) |
| lines | Integer | Array | One or more lines id for line hinge assign |
| comment | String | Comment, can be undefined |
| params | Object | line hinge parameters, can be undefined |
ObjectSet translation constants ux, uy, uz to line hinge
Kind: instance method of LineHinge
Returns: Object - line hinge in parent
| Param | Type | Description |
|---|---|---|
| ux | Boolean | Float | Translation ux (true, false, number(stiffness [Nm^2])) |
| uy | Boolean | Float | Translation uy (true, false, number(stiffness [Nm^2])) |
| uz | Boolean | Float | Translation uz (true, false, number(stiffness [Nm^2])) |
ObjectSet translation constant ux to line hinge
Kind: instance method of LineHinge
Returns: Object - line hinge in parent
| Param | Type | Description |
|---|---|---|
| ux | Boolean | Float | Translation ux (true, false, number(stiffness [Nm^2])) |
ObjectSet translation constant uy to line hinge
Kind: instance method of LineHinge
Returns: Object - line hinge in parent
| Param | Type | Description |
|---|---|---|
| uy | Boolean | Float | Translation uy (true, false, number(stiffness [Nm^2])) |
ObjectSet translation constant uz to line hinge
Kind: instance method of LineHinge
Returns: Object - line hinge in parent
| Param | Type | Description |
|---|---|---|
| uz | Boolean | Float | Translation uz (true, false, number(stiffness [Nm^2])) |
ObjectSet rotation constant rx to line hinge
Kind: instance method of LineHinge
Returns: Object - line hinge in parent
| Param | Type | Description |
|---|---|---|
| rx | Boolean | Float | Rotation rx (true, false, number(stiffness [Nm^2])) |
Assign line hinge to line and surface (line must be involved in the surface)
Kind: instance method of LineHinge
| Param | Type | Description |
|---|---|---|
| surface | Integer | surface id (lines must lie on this surface) |
| lines | Integer | Array | one or more lines id for line hinge assign |
Assign wall-slab connection to line hinge
Kind: instance method of LineHinge
| Param | Type | Description |
|---|---|---|
| surface | Integer | surface id (lines must lie on this surface) |
| lines | Integer | Array | one or more lines id for line hinge assign |
Kind: global class
Creates line mesh refinement
Returns: Object - Created line mesh refinement HLF
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line mesh refinement, can be undefined |
| targetFELength | Number | Length of FEA element side on the line, can be undefined |
| numberOfLayers | Number | Number of layers to be affected by this refinement, can be undefined |
| lines | Number | Array | Lines assigned to this refinement, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | line mesh refinement parameters, can be undefined |
ObjectChange line mesh refinement to type based on element length
Kind: instance method of LineMeshRefinement
Returns: Object - Created line mesh refinement
| Param | Type | Description |
|---|---|---|
| targetFELength | Number | Length of FEA element side on the line, can be undefined |
| numberOfLayers | Number | Number of layers to be affected by this refinement, can be undefined |
| lines | Number | Array | Lines assigned to this refinement, can be undefined |
ObjectChange line mesh refinement to type based on number of elements on line
Kind: instance method of LineMeshRefinement
Returns: Object - Created line mesh refinement
| Param | Type | Description |
|---|---|---|
| numberOfFiniteElements | Number | Number of FEA elements on the line, can be undefined |
| numberOfLayers | Number | Number of layers to be affected by this refinement, can be undefined |
| lines | Number | Array | Lines assigned to this refinement, can be undefined |
ObjectChange line mesh refinement to type gradually changed due to distance from the line
Kind: instance method of LineMeshRefinement
Returns: Object - Created line mesh refinement
| Param | Type | Description |
|---|---|---|
| gradual_rows | Number | Number gradual rows of FEA elements, can be undefined |
| numberOfLayers | Number | Number of layers to be affected by this refinement, can be undefined |
| lines | Number | Array | Lines assigned to this refinement, can be undefined |
ObjectFunction for assign lines to line mesh refinement
Kind: instance method of LineMeshRefinement
Returns: Object - Created line mesh refinement
| Param | Type | Description |
|---|---|---|
| gradual_rows | Number | Number gradual rows of FEA elements, can be undefined |
| lines | Number | Array | Lines assigned to this refinement, can be undefined |
ObjectCreates line hinge
Kind: global function
Returns: Object - Created line hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of line hinge, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | line hinge parameters, can be undefined |
ObjectCreates line hinge constant
Kind: global function
Returns: Object - Created hinge constant
| Param | Type | Description |
|---|---|---|
| hinge | Boolean | Float | hinge input (true, false, number(stiffness)) |
Creates Hinge
Kind: global function
Returns: Hinge object
| Param | Type |
|---|---|
| hinge | Object |
+ ← + + SpecialObjects + + TypesForMembers + + → +
Dlubal Dev Docs Kind: global class
Creates member definable stiffness
Returns: Object - Created member definable stiffness
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member definable stiffness, can be undefined |
| member_list | Array | Assigned members, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member definable stiffness parameters, can be undefined |
Sets torsional and bending stiffness parameters
Kind: instance method of MemberDefinableStiffness
| Param | Type | Description |
|---|---|---|
| torsional_stiffness | Number | Torsional stiffness |
| bending_stiffness_y | Number | Bending stiffness Y |
| bending_stiffness_z | Number | Bending stiffness Z |
Sets axial and shear stiffness parameters
Kind: instance method of MemberDefinableStiffness
| Param | Type | Description |
|---|---|---|
| axial_stiffness | Number | Axial stiffness |
| shear_stiffness_y | Number | Shear stiffness Y |
| shear_stiffness_z | Number | Shear stiffness Z |
Sets self weight stiffness parameters
Kind: instance method of MemberDefinableStiffness
| Param | Type | Description |
|---|---|---|
| specific_weight | Number | Specific weight |
| section_area | Number | Section area |
Sets main axes rotation parameter
Kind: instance method of MemberDefinableStiffness
| Param | Type | Description |
|---|---|---|
| rotation | Number | Rotation |
Sets coefficient of thermal expansion stiffness parameters
Kind: instance method of MemberDefinableStiffness
| Param | Type | Description |
|---|---|---|
| thermal_expansion | Number | Thermal expansion |
| width | Number | Width |
| height | Number | Height |
Kind: global class
Creates member eccentricity
Returns: Object - Created member eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member eccentricity, can be undefined |
| members_start_list | Array | Members start, can be undefined |
| members_end_list | Array | Members end, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member eccentricity parameters, can be undefined |
ObjectCreates member eccentricity relative to section
Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member eccentricity, can be undefined |
| members_start_list | Array | Member start |
| members_end_list | Array | Member end |
| alignment | String | Alignment, for more info look at private function setRelativeValues |
| comment | String | Comment, can be undefined |
| params | Object | Member eccentricity parameters, can be undefined |
ObjectCreates absolute member eccentricity
Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member eccentricity, can be undefined |
| members_start_list | Array | Members start |
| members_end_list | Array | Members end |
| offset_x | Number | Eccentricity in X |
| offset_y | Number | Eccentricity in Y |
| offset_z | Number | Eccentricity in Z |
| coordinate_system | Number | Coordinate system, can be undefined. Default value is "Local xyz". |
| comment | String | Comment, can be undefined |
| params | Object | Member eccentricity parameters, can be undefined |
ObjectCreates absolute member eccentricity
Kind: instance method of MemberEccentricity
Returns: Object - Created member eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member eccentricity, can be undefined |
| members_start_list | Array | Members start |
| members_end_list | Array | Members end |
| offset_x | Number | Eccentricity in X |
| offset_y | Number | Eccentricity in Y |
| offset_z | Number | Eccentricity in Z |
| coordinate_system | Number | Coordinate system, can be undefined. Default value is "Local xyz". |
| alignment | String | Alignment, for more info look at private function setRelativeValues |
| comment | String | Comment, can be undefined |
| params | Object | Member eccentricity parameters, can be undefined |
Sets axial offset from adjoining member
Kind: instance method of MemberEccentricity
| Param | Type | Description |
|---|---|---|
| active | Boolean | True if undefined |
Sets hinge location at node (if applied)
Kind: instance method of MemberEccentricity
| Param | Type | Description |
|---|---|---|
| active | Boolean | True if undefined |
Transverse offset from section of another member
Kind: instance method of MemberEccentricity
| Param | Type | Description |
|---|---|---|
| reference_member | Number | Reference member |
| reference_node | Number | Reference member's node, can be undefined |
| alignment | String | Alignment, for more info look at private function setTransverseOffset |
Transverse offset from section of another thickness of other surface
Kind: instance method of MemberEccentricity
| Param | Type | Description |
|---|---|---|
| reference_surface | Number | Reference surface |
| alignment | String | Alignment, for more info look at private function setTransverseOffset |
Set off transverse offset
Kind: instance method of MemberEccentricity
Kind: global class
Creates member hinge
Returns: Object - Created member hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member hinge, can be undefined |
| members_start_list | Array | Member start, can be undefined |
| members_end_list | Array | Member end, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member hinge parameters, can be undefined |
ObjectCreates member hinge with specified axis release
Kind: instance method of MemberHinge
Returns: Object - Created member hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member hinge, can be undefined |
| members_start_list | Array | Member start, can be undefined |
| members_end_list | Array | Member end, can be undefined |
| axial_release_n | Array | Axis release for ux, for more information look at comment in private setMainHingeValues function |
| axial_release_vy | Array | Axis release for uy, for more information look at comment in private setMainHingeValues function |
| axial_release_vz | Array | Axis release for uz, for more information look at comment in private setMainHingeValues function |
| comment | String | Comment, can be undefined |
| params | Object | Member hinge parameters, can be undefined |
ObjectCreates member hinge with specified moment release
Kind: instance method of MemberHinge
Returns: Object - Created member hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member hinge, can be undefined |
| members_start_list | Array | Member start, can be undefined |
| members_end_list | Array | Member end, can be undefined |
| moment_release_mt | Array | Moment release for φx, for more information look at comment in private setMainHingeValues function |
| moment_release_my | Array | Moment release for φy, for more information look at comment in private setMainHingeValues function |
| moment_release_mz | Array | Moment release for φz, for more information look at comment in private setMainHingeValues function |
| comment | String | Comment, can be undefined |
| params | Object | Member hinge parameters, can be undefined |
Sets negative and/or positive zone to partial activity translation x nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone_values | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets negative and/or positive zone to partial activity translation y nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone_values | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets negative and/or positive zone to partial activity translation z nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone_values | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets negative and/or positive zone to partial activity rotational x nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone_values | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets negative and/or positive zone to partial activity rotational y nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets negative and/or positive zone to partial activity rotational z nonlinearity
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| negative_zone_values | Array | Negative zone values depend on type (for more information look at setPartialActivityZoneValues function) |
| positive_zone_values | Array | Positive zone values depend on type (for more information look at setPartialActivityZoneValues function) |
Sets translational diagram values for ux
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[ux1, N1, Cux1], [ux2, N2, Cux2] ... [uxn, Nn, Cuxn]] |
Sets translational diagram values for uy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[uy1, N1, Cuy1], [uy2, N2, Cuy2] ... [uyn, Nn, Cuyn]] |
Sets translational diagram values for uz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[uz1, N1, Cuz1], [uz2, N2, Cuz2] ... [uzn, Nn, Cuzn]] |
Sets rotational diagram values for φx
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[φx1, N1, Cφx1], [φx2, N2, Cφx2] ... [φxn, Nn, Cφxn]] |
Sets rotational diagram values for φy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[φy1, N1, Cφy1], [φy2, N2, Cφy2] ... [φyn, Nn, Cφyn]] |
Sets rotational diagram values for φz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| diagram_values | Array | [[φz1, N1, Cφz1], [φz2, N2, Cφz2] ... [φzn, Nn, Cφzn]] |
Sets translational friction Vy values for ux
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_x | Number | Friction coefficient X |
| spring_constant_x | Number | Spring constant X |
Sets translational friction Vz values for ux
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_x | Number | Friction coefficient X |
| spring_constant_x | Number | Spring constant X |
Sets translational friction VyVz values for ux
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_x | Number | Friction coefficient X |
| spring_constant_x | Number | Spring constant X |
Sets translational friction Vy+Vz values for ux
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_xy | Number | Friction coefficient XY |
| friction_coefficient_xz | Number | Friction coefficient XZ |
| spring_constant_x | Number | Spring constant X |
Sets translational friction N values for uy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_y | Number | Friction coefficient Y |
| spring_constant_y | Number | Spring constant Y |
Sets translational friction Vz values for uy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_y | Number | Friction coefficient Y |
| spring_constant_y | Number | Spring constant Y |
Sets translational friction NVz values for uy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_y | Number | Friction coefficient Y |
| spring_constant_y | Number | Spring constant Y |
Sets translational friction N+Vz values for uy
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_yx | Number | Friction coefficient YX |
| friction_coefficient_yz | Number | Friction coefficient YZ |
| spring_constant_y | Number | Spring constant Y |
Sets translational friction N values for uz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_z | Number | Friction coefficient Z |
| spring_constant_z | Number | Spring constant Z |
Sets translational friction Vy values for uz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_z | Number | Friction coefficient Z |
| spring_constant_z | Number | Spring constant Z |
Sets translational friction NVy values for uz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_z | Number | Friction coefficient Z |
| spring_constant_z | Number | Spring constant Z |
Sets translational friction N+Vy values for uz
Kind: instance method of MemberHinge
| Param | Type | Description |
|---|---|---|
| friction_coefficient_zx | Number | Friction coefficient ZX |
| friction_coefficient_zy | Number | Friction coefficient ZY |
| spring_constant_z | Number | Spring constant Z |
Kind: global class
Creates member nonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member failure if tension nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member failure if compression nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member failure if tension with slippage nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| slippage | Number | Slippage |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member failure if compression with slippage nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| slippage | Number | Slippage |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member slippage nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| slippage | Number | Slippage |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member tearing under tension nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| tension_force | Number | Tension force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member yielding under tension nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| tension_force | Number | Tension force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member tearing under compression nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| compression_force | Number | Compression force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member yielding under compression nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| compression_force | Number | Compression force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member tearing nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| compression_force | Number | Compression force |
| tension_force | Number | Tension force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
ObjectCreates member yielding nonlinearity
Kind: instance method of MemberNonlinearity
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| members | Array | Assigned members |
| compression_force | Number | Compression force |
| tension_force | Number | Tension force |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
Kind: global class
Creates member result intermediate point
Returns: Object - Created member result intermediate point
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member definable stiffness, can be undefined |
| members | Array | Assigned members, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member result intermediate point parameters, can be undefined |
Sets number of points
Kind: instance method of MemberResultIntermediatePoint
| Param | Type | Description |
|---|---|---|
| divisions_count | Number | Number of division ordinates |
| notes | Array | Notes to each point, can be undefined |
Sets division ordinates
Kind: instance method of MemberResultIntermediatePoint
| Param | Type | Description |
|---|---|---|
| division_ordinates | Array | Division ordinates |
| notes | Array | Division ordinates notes, can be undefined |
| absolute | Boolean | Distances are absolute or relative can be undefined (default value is absolute) |
| clear_ordinates | Boolean | Clears default ordinates, can be undefined (default value is true) |
Kind: global class
Creates member stiffness modification
Returns: Object - Created member stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member stiffness modification, can be undefined |
| structure_modifications | Array | Assigned structure modifications, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member stiffness modification parameters, can be undefined |
Sets total stiffness factor
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| total_stiffness | Number | Total stiffness |
Sets partial stiffness factors
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| axial_stiffness | Number | Axial stiffness, can be undefined |
| bending_stiffness_y | Number | Bending stiffness Y, can be undefined |
| bending_stiffness_z | Number | Bending stiffness Z, can be undefined |
| shear_stiffness_y | Number | Shear stiffness Y, can be undefined |
| shear_stiffness_z | Number | Shear stiffness Z, can be undefined |
| torsional_stiffness | Number | Torsional stiffness, can be undefined |
| weight | Number | Weight, can be undefined |
Sets concrete structure ACI
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| component_type | Number | Component type: COLUMNS, BEAMS. Can be undefined |
Sets concrete structure CSA
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| component_type | Number | Component type: COLUMNS, BEAMS. Can be undefined |
Sets steel structures AISC
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| determine_tau_b | Number | Determine τb: Iterative (1), Set to 1 (2). Can be undefined. |
| design_method | Number | Design method: LRFD (1), ASD (2). Can be undefined. If determine τb has "Set to 1" value, must be undefined. |
, +Sets steel structures CSA
Kind: instance method of MemberStiffnessModification
| Param | Type | Description |
|---|---|---|
| determine_tau_b | Number | Determine τb: Iterative (1), Set to 1 (2). Can be undefined. |
| axial_stiffness | Number | Axial stiffness multiplier factor, can be undefined. If defined, apply τb is set to true. |
| bending_stiffness_y | Number | Bending stiffness multiplier factors Z, can be undefined. If defined, apply τb is set to true. |
| bending_stiffness_z | Number | Bending stiffness multiplier factors Y, can be undefined. If defined, apply τb is set to true. |
| shear_stiffness_y | Number | Shear stiffness Y, can be undefined. If defined, apply τb is set to true. |
| shear_stiffness_z | Number | Shear stiffness Z, can be undefined. If defined, apply τb is set to true. |
| torsional_stiffness | Number | Torsional stiffness, can be undefined. If defined, apply τb is set to true. |
Sets transverse offset (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| memberEccentricity | Object | Member eccentricity to be set |
| reference_type | String | Reference type ("None", "Member", "Surface") |
| reference | Number | object index Reference member or surface index |
| reference_node_index | Number | Reference member node index, in case of surface is undefined |
| alignment_type | String | For member offset: LEFT_TOP, CENTER_TOP, RIGHT_TOP, LEFT_CENTER, CENTER_CENTER, RIGHT_CENTER, LEFT_BOTTOM, CENTER_BOTTOM, RIGHT_BOTTOM. For surface offset: CENTER_TOP, CENTER_CENTER, CENTER_BOTTOM. |
ObjectCreates member eccentricity
Kind: global function
Returns: Object - Created member eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member eccentricity, can be undefined |
| members_start_list | Array | Members start, can be undefined |
| members_end_list | Array | Members end, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member eccentricity parameters, can be undefined |
Sets member eccentricity for relative to section type (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| member_eccentricity | Object | Member eccentricity to be set |
| alignment_type | String | Alignment: LEFT_TOP, CENTER_TOP, RIGHT_TOP, LEFT_CENTER, CENTER_CENTER, RIGHT_CENTER, LEFT_BOTTOM, CENTER_BOTTOM, RIGHT_BOTTOM. |
ArrayCreates horizontal and vertical strings of alignment (private)
Kind: global function
Returns: Array - Horizontal and vertical strings of alignment
| Param | Type | Description |
|---|---|---|
| alignment | String | Alignment string |
Sets member eccentricity for absolute type (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| memberEccentricity | Object | Member eccentricity to be set |
| offset_x | Number | Eccentricity in X |
| offset_y | Number | Eccentricity in Y |
| offset_z | Number | Eccentricity in Z |
| coordinate_system | Number | Coordinate system, can be undefined. Default value is "Local xyz". |
Sets values for partial activity zone (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| member_hinge | Object | Member hinge to which values has to be set |
| zone_values | Array | Negative / positive zone values - "Complete": [0] - "Fixed from release displacement": [1, u(x |
| param_type_name | String | Parameter name for partial activity zone name |
| param_slippage_name | String | Parameter name for partial activity slippage name |
| param_displacement_name | String | Parameter name for partial activity displacement name |
| param_force_name | String | Parameter name for partial activity force name |
Sets values to member hinge (private)
Kind: global function
Returns: Returns modified member hinge
| Param | Type | Description |
|---|---|---|
| member_hinge | Object | Member hinge |
| values | Array | Values to be set, [Translational/Rotational, Spring constant, Nonlinearity] - Values can be in two formats: [bool, float, string] - if bool is true (translation is enabled), then can be specified next two values (spring constant and nonlinearity) [bool, string] - if bool is false (translation is disabled), then can be specified only next one value (nonlinearity) Nonlinearity: can be string name or index: None (0), Fixed if negative (1), Fixed if positive (2), Failure all if negative (3), Failure all if positive (4), Partial activity (5), Diagram (6), Stiffness diagram (7), Friction direction 1 (8), Friction direction 2 (9), Friction direction 1 2 (10), Friction direction 1 + 2 (11) |
| property_1 | String | Spring constant string name |
| property_2 | String | Nonlinearity string name |
ObjectCreates member hinge (private)
Kind: global function
Returns: Object - Created member hinge
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member hinge, van be undefined |
| members_start_list | Array | Member start, can be undefined |
| members_end_list | Array | Member end, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Member hinge parameters, can be undefined |
Sets parameters to member nonlinearity (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| member_nonlinearity | Object | Member nonlinearity to be setParameters |
| parameters | Array | Nonlinearity parameters |
| param_1_name | String | Name of first parameter |
| param_2_name | String | Name of first parameter, can be undefined |
ObjectCreates member nonlinearity
Kind: global function
Returns: Object - Created member nonlinearity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member nonlinearity, can be undefined |
| member_list | Array | Assigned members |
| comment | String | Comment, can be undefined |
| params | Object | Member nonlinearity parameters, can be undefined |
Creates Member Opening
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Index of member opening, can be undefined |
| members_no | Array | Index list of assigned members, can be undefined (only in case list of member_sets_no is defined) |
| member_sets_no | Array | Index list of assigned member sets, can be undefined (only in case list of members_no is defined) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of MemberOpening
Returns: Member Opening object
Kind: instance method of MemberOpening
Returns: Member Opening index
Adds component row
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| reduction_type | String | Reduction type (CIRCLE_OPENING, RECTANGULAR_OPENING, HEXAGONAL_OPENING) |
| position | Number | Position of opening, can be undefined (1.0 as default) |
| note | String | Note, can be undefined |
Sets rectangle dimensions
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| component_row | Number | Component row for which dimension is set |
| width | Number | Width, can be undefined (100 mm as default) |
| height | Number | Height, can be undefined (100 mm as default) |
Sets circle dimension
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| component_row | Number | Component row for which dimension is set |
| diameter | Number | Diameter, can be undefined (50 mm as default) |
Sets hexagonal dimensions
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| component_row | Number | Component row for which dimension is set |
| width | Number | Width, can be undefined (250 mm as default) |
| height | Number | Height, can be undefined (50 mm as default) |
| width_center | Number | Center width, can be undefined (50 mm as default) |
Sets position
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| component_row | Number | Component row for which dimension is set |
| z_axis_reference | Number | Z-axis reference (TOP, CENTER, BOTTOM), can be undefined (CENTER as default) |
| distance | Number | Distance, can be undefined (0 mm as default) |
Sets multiple definition
Kind: instance method of MemberOpening
| Param | Type | Description |
|---|---|---|
| component_row | Number | Component row for which dimension is set |
| multiple_number | Number | Number, can be undefined (2 as default) |
| multiple_offset_definition_type | String | Offset definition type (ABSOLUTE, RELATIVE), can be undefined (ABSOLUTE as default) |
| multiple_offset | Number | Offset, can be undefined (0 m as default) |
Sets division ordinates as absolute (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| memberResultIntermediatePoint | Object | Member result intermediate point to be set |
| absolute | Boolean | Division ordinates are absolute, can be undefined (default value is true) |
Creates Member Rotational Restraint
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Rotational Restraint, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| restraint_type | String | Rotational restraint type (CONTINUOUS, DISCRETE, MANUALLY) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Kind: instance method of MemberRotationalRestraint
Returns: member rotational restraint index
Kind: instance method of MemberRotationalRestraint
Returns: Member Rotational Restraint object
Creates Continuous Member Rotational Restraint
Kind: instance method of MemberRotationalRestraint
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Rotational Restraint, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| material_name | String | Sheeting material name |
| sheeting_name | String | Sheeting name |
| position_of_sheeting | String | Position of sheeting (POSITIVE, NEGATIVE), can be undefined (POSITIVE as default) |
| continuous_beam_effect | String | Continuous beam effect, can be undefined (END_PANEL as default) |
| section_deformation_cdb | Boolean | Section deformation CD,B, can be undefined (true as default) |
| beam_spacing | Number | Beam spacing, can be undefined (3 m as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates Discrete Member Rotational Restraint
Kind: instance method of MemberRotationalRestraint
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Rotational Restraint, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| material_name | String | Section material name |
| section_name | String | Section name |
| rotational_stiffness | String | Rotational stiffness CD,A, can be undefined (INFINITELY as default) |
| continuous_beam_effect | String | Continuous beam effect, can be undefined (END_PANEL as default) |
| section_deformation_cdb | Boolean | Section deformation CD,B, can be undefined (true as default) |
| beam_spacing | Number | Beam spacing, can be undefined (3 m as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates Manually Member Rotational Restraint
Kind: instance method of MemberRotationalRestraint
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Rotational Restraint, can be undefined |
| total_rotational_spring_stiffness | Number | Total rotational spring stiffness |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Sets parameters for Continuous Member Rotational Restraint
Kind: instance method of MemberRotationalRestraint
| Param | Type | Description |
|---|---|---|
| modulus_of_elasticity | Number | Modulus of elasticity, can be undefined (default value taken from selected sheeting material) |
| sheeting_thickness | Number | Sheeting thickness, can be undefined (default value taken from selected section) |
| sheeting_moment_of_inertia | Number | Sheeting moment of inertia, can be undefined (default value taken from selected section) |
| sheeting_distance_of_ribs | Number | Sheeting distance of ribs, can be undefined (default value taken from selected section) |
| width_of_section_flange | Number | Width of sheeting flange, can be undefined (default value taken from selected section) |
| spring_stiffness | Number | Spring stiffness, can be undefined (different depending on loading as default) |
Sets parameters for Discrete Member Rotational Restraint
Kind: instance method of MemberRotationalRestraint
| Param | Type | Description |
|---|---|---|
| modulus_of_elasticity | Number | Modulus of elasticity, can be undefined (default value taken from selected sheeting material) |
| section_moment_of_inertia | Number | Section moment of inertia, can be undefined (default value taken from selected section) |
| purlin_spacing | Number | Purling spacing |
| rotational_stiffness_value | Number | Rotational stiffness, can be undefined (only if rotational stiffness is INFINITELY) |
Creates Member Shear Panel
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Shear Panel, can be undefined |
| definition_type | String | Definition type (TRAPEZOIDAL_SHEETING, BRACING, TRAPEZOIDAL_SHEETING_AND_BRACING, DEFINE_S_PROV), can be undefined (TRAPEZOIDAL_SHEETING as default) |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Assign member supports
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| member_supports_no | Array | List of assigned member supports indexes |
Creates Trapezoidal sheeting Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Shear Panel, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| position_on_section | String | Position on section (UPPER_FLANGE, CENTROID, LOWER_FLANGE, DEFINE), can be undefined (UPPER_FLANGE as default) |
| trapezoidal_sheeting_name | String | Trapezoidal sheeting name |
| fastening_arrangement | String | Fastening arrangement (EVERY_RIB, EVERY_SECOND_RIB), can be undefined (EVERY_RIB as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates Bracing Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Shear Panel, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| position_on_section | String | Position on section (UPPER_FLANGE, CENTROID, LOWER_FLANGE, DEFINE), can be undefined (UPPER_FLANGE as default) |
| diagonals_section_name | String | Diagonal section name |
| posts_section_name | String | Posts section name |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates Trapezoidal Sheeting and Bracing Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Shear Panel, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| position_on_section | String | Position on section (UPPER_FLANGE, CENTROID, LOWER_FLANGE, DEFINE), can be undefined (UPPER_FLANGE as default) |
| trapezoidal_sheeting_name | String | Trapezoidal sheeting name |
| fastening_arrangement | String | Fastening arrangement (EVERY_RIB, EVERY_SECOND_RIB), can be undefined (EVERY_RIB as default) |
| diagonals_section_name | String | Diagonals section name |
| posts_section_name | String | Posts section name |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Creates Define S-prov Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| no | Number | Index of Member Shear Panel, can be undefined |
| member_supports_no | Array | List of assigned member supports indexes, can be undefined |
| position_on_section | String | Position on section (UPPER_FLANGE, CENTROID, LOWER_FLANGE, DEFINE), can be undefined (UPPER_FLANGE as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters |
Sets parameters for Trapezoidal Sheeting Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| shear_panel_length | Number | Shear panel length |
| girder_length | Number | Girder length, can be undefined (define length automatically as default) |
| beam_spacing | Number | Beam spacing |
| shear_panel_coefficient_k1 | Number | Shear panel coefficient K1, can be undefined |
| shear_panel_coefficient_k2 | Number | Shear panel coefficient K2, can be undefined |
Sets parameters for Bracing Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| shear_panel_length | Number | Shear panel length |
| girder_length | Number | Girder length, can be undefined (define length automatically as default) |
| beam_spacing | Number | Beam spacing |
| post_spacing | Number | Posts spacing |
| number_of_bracings | Number | Number of bracings, can be undefined (1 as default) |
| diagonals_section_area | Number | Diagonals section area, can be undefined |
| posts_section_area | Number | Posts section area, can be undefined |
Sets parameters for Trapezoidal Sheeting and Bracing Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| shear_panel_length | Number | Shear panel length |
| girder_length | Number | Girder length, can be undefined (define length automatically as default) |
| beam_spacing | Number | Beam spacing |
| shear_panel_coefficient_k1 | Number | Shear panel coefficient K1, can be undefined |
| shear_panel_coefficient_k2 | Number | Shear panel coefficient K2, can be undefined |
| post_spacing | Number | Posts spacing |
| number_of_bracings | Number | Number of bracings, can be undefined (1 as default) |
| diagonals_section_area | Number | Diagonals section area, can be undefined |
| posts_section_area | Number | Posts section area, can be undefined |
Sets parameters Define S-prov Member Shear Panel
Kind: instance method of MemberShearPanel
| Param | Type | Description |
|---|---|---|
| shear_panel_stiffness | Number | Shear panel stiffness |
| girder_length | Number | Girder length, can be undefined (define length automatically as default) |
+ ← + + TypesForLines + + TypesForNodes + + → +
Dlubal Dev Docs Kind: global class
Creates nodal support hight level function
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| no | Number | Index of nodal support, empty by default |
| nodes | Array | List of nodes |
| comment | String | Comment, empty by default |
| params | Object | Nodal support parameters, empty by default |
Nodal support brief report
Kind: instance method of NodalSupport
Set nodes to nodal supports
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| nodes | Array | List of nodes |
Set comment to nodal support
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| comment | String | Content of comment |
Set identification number to nodal support
Kind: instance method of NodalSupport
| Param | Type | Description |
|---|---|---|
| no | Number | identification number of nodal support |
Set nodal support as fixed
Kind: instance method of NodalSupport
Returns: Nodal support object
Set nodal support as hinged
Kind: instance method of NodalSupport
Returns: Nodal support object
Set nodal support as roller
Kind: instance method of NodalSupport
Returns: Nodal support object
Set nodal support as roller in X direction
Kind: instance method of NodalSupport
Returns: Nodal support object
Set nodal support as roller in Y direction
Kind: instance method of NodalSupport
Returns: Nodal support object
Set nodal support as roller in Z direction
Kind: instance method of NodalSupport
Returns: Nodal support object
Sets nodal support free
Kind: instance method of NodalSupport
Returns: Nodal support object
Sets flexible stiffness for translations
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| x | Number | Stiffness in X direction |
| y | Number | Stiffness in Y direction |
| z | Number | Stiffness in Z direction |
Sets flexible stiffness in X direction for translation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| x | Number | Stiffness in X direction |
Sets flexible stiffness in Y direction for translation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| y | Number | Stiffness in Y direction |
Sets flexible stiffness in Z direction for translation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| z | Number | Stiffness in Z direction |
Sets flexible stiffness for rotations
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| x | Number | Stiffness around X direction |
| y | Number | Stiffness around Y direction |
| z | Number | Stiffness around Z direction |
Sets flexible stiffness around X direction for rotation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| x | Number | Stiffness around x direction |
Sets flexible stiffness around Y direction for rotation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| y | Number | Stiffness around y direction |
Sets flexible stiffness around Z direction for rotation
Kind: instance method of NodalSupport
Returns: Nodal support object
| Param | Type | Description |
|---|---|---|
| z | Number | Stiffness around z direction |
Creates default nodal node refinement
Kind: global function
| Param | Type | Description |
|---|---|---|
| no | Number | Index of rectangular nodal mesh refinement, can be undefined |
| assigned_nodes | Array | Assigned nodes |
| comment | String | Comment |
| params | Object | Additional parameters |
Creates circular nodal mesh refinement
Kind: instance method of NodalMeshRefinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of circular nodal mesh refinement, can be undefined |
| assigned_nodes | Array | Assigned nodes |
| radius | Number | Circular radius, can be undefined (2.5 m by default) |
| inner_target_fe_length | Number | Inner target FE length, can be undefined (0.1 m by default) |
| outer_target_fe_length | Number | Outer target FE length, can be undefined (0.5 m by default) |
| fe_length_arrangement | String | FE length arrangement ("Radial", "Gradually", "Combined"), can be undefined (Radial as default) |
| comment | String | Comment, can be undefined |
| params | Object | Additional parameters, can be undefined |
Creates rectangular nodal mesh refinement
Kind: instance method of NodalMeshRefinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of rectangular nodal mesh refinement, can be undefined |
| assigned_nodes | Array | Assigned nodes |
| side_length | Number | Side length, can be undefined (0.5 m by default) |
| inner_target_fe_length | Number | Inner target FE length, can be undefined (0.1 m by default) |
| comment | String | Comment |
| params | Object | Additional parameters |
Apply only to selected surfaces
Kind: instance method of NodalMeshRefinement
| Param | Type | Description |
|---|---|---|
| indexes | Array | Apply only on surfaces with indexes, can be undefined (no surfaces are selected) |
Creates default nodal node refinement
Kind: global function
Returns: Created default nodal mesh refinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of rectangular nodal mesh refinement, can be undefined |
| assigned_nodes | Array | Assigned nodes |
| comment | String | Comment |
| params | Object | Additional parameters |
+ ← + + TypesForMembers + + TypesForSolids + + → +
Dlubal Dev Docs Kind: global class
Creates contact solid
Returns: Created contact solid
| Param | Type | Description |
|---|---|---|
| no | Number | Index of contact solid |
| perpendicular_to_surface | Number | Contact perpendicular to surfaces, can be undefined ("Failure force transmission" by default) 1 - Full force transmission 2 - Failure under compression 3 - Failure under tension |
| parallel_to_surface | Number | Contact parallel to surfaces, can be undefined ("Failure if contact perpendicular to surfaces failed" by default) 1 - Full force transmission 2 - Rigid friction 3 - Rigid friction with limit 4 - Elastic friction 5 - Elastic friction with limit 6 - Elastic solid behavior 7 - Failure if contact perpendicular to surfaces failed (only for failure perpendicular - 2 and 3) |
| values | Array | Values depends on contact parallel to surface type, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Contact solid's parameters, can be undefined |
Assigns solids to contact solid
Kind: instance method of ContactSolid
| Param | Type | Description |
|---|---|---|
| solid_list | Array | List of solid's indexes |
Kind: global class
Creates gas solid
Returns: Created gas solid
| Param | Type | Description |
|---|---|---|
| no | Number | Index of gas solid |
| pressure | Number | Pressure, can be empty (0.0 by default) |
| temperature | Number | Temperature, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Gas solid's parameters, can be undefined |
Assigns solids to gas solid
Kind: instance method of GasSolid
| Param | Type | Description |
|---|---|---|
| solid_list | Array | List of solid's indexes |
Kind: global class
Creates solid mesh refinement
Returns: Created solid mesh refinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid mesh refinement, can be undefined |
| solid_list | Array | List of solid indexes |
| comment | String | Comment, can be undefined |
| params | Object | Solid mesh refinement's parameters, can be undefined |
Creates solid mesh refinement
Kind: instance method of SolidMeshRefinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid mesh refinement, can be undefined |
| solid_list | Array | List of solid indexes |
| target_length | Number | Target FE length |
| comment | String | Comment, can be undefined |
| params | Object | Solid mesh refinement's parameters, can be undefined |
Creates contact solid (private)
Kind: global function
Returns: Created contact solid
| Param | Type | Description |
|---|---|---|
| no | Number | Index of contact solid |
| comment | String | Comment, can be undefined |
| params | Object | Contact solid's parameters, can be undefined |
Creates gas solid (private)
Kind: global function
Returns: Created gas solid
| Param | Type | Description |
|---|---|---|
| no | Number | Index of gas solid |
| comment | String | Comment, can be undefined |
| params | Object | Gas solid's parameters, can be undefined |
Creates solid mesh refinement (private)
Kind: global function
Returns: Created solid mesh refinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of solid mesh refinement, can be undefined |
| solid_list | Array | List of solid indexes |
| comment | String | Comment, can be undefined |
| params | Object | Solid mesh refinement's parameters, can be undefined |
+ ← + + TypesForNodes + + TypesForSurfaces + + → +
Dlubal Dev Docs Kind: global class
Creates surface eccentricity
Returns: Created surface eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface eccentricity, can be undefined |
| surfaces_list | Array | List of surfaces indexes |
| comment | String | Comment, can be undefined |
| params | Object | Surface eccentricity's parameters, can be undefined |
Sets offset or/and thickness alignment
Kind: instance method of SurfaceEccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface eccentricity, can be undefined |
| surfaces_list | Array | List of surfaces indexes |
| offset | Number | Absolute ordinate (value has tu be set with this way: for example 20 mm), can be undefined |
| thickness_alignment | String | Thickness assignment (THICKNESS_ALIGNMENT_TOP, THICKNESS_ALIGNMENT_MIDDLE, THICKNESS_ALIGNMENT_BOTTOM), can be undefined (middle as default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface eccentricity's parameters, can be undefined |
Sets transverse offset
Kind: instance method of SurfaceEccentricity
| Param | Type | Description |
|---|---|---|
| reference_type | String | Reference object type (REFERENCE_TYPE_MEMBER, REFERENCE_TYPE_SURFACE) |
| reference_no | Number | Member or surface Number |
| offset_alignment | String | Axial offset (TRANSVERSE_OFFSET_TOP, TRANSVERSE_OFFSET_MIDDLE, TRANSVERSE_OFFSET_BOTTOM), can be undefined (middle as default) |
Creates surface mesh refinement
Returns: Created surface mesh refinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface mesh refinement, can be undefined |
| surface_list | Array | List of surface indexes, can be undefined |
| target_length | Number | Target FE length, can be undefined (0.05 m by default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Kind: global class
Creates surface stiffness modification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates total stiffness factor type of surface stiffness modification
Kind: instance method of SurfaceStiffnessModification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index |
| total_stiffness | Number | Total stiffness |
| comment | String | Comment, can be undefined, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates partial stiffnesses factors type of surface stiffness modification
Kind: instance method of SurfaceStiffnessModification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index, can be undefined |
| bending_stiffness_factor | Number | Bending and torsional factors, can be undefined (1.00 by default) |
| shear_stiffness | Number | Shear stiffness, can be undefined (1.00 by default) |
| membrane_stiffness | Number | Membrane stiffness, can be undefined (1.00 by default) |
| eccentric_effects | Number | Eccentric stiffness, can be undefined (1.00 by default) |
| weight | Number | Weight, can be undefined (1.00 by default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates stiffness matrix elements factors type of surface stiffness modification
Kind: instance method of SurfaceStiffnessModification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index, can be undefined |
| bending_torsional_stiffness_elements | Array | Bending torsional stiffness elements values ([kD11, kD12, kD13, kD22, kD23, kD33, kD11 note, kD12 note, kD13 note, kD22 note, kD23 note, kD33 note]), can be undefined (all values 1.0 by default) |
| shear_stiffness_elements | Array | Shear stiffness elements values ([kD44, kD45, kD55, kD44 note, kD45 note, kD55 note]), can be undefined (all values 1.0 by default) |
| membrane_stiffness_elements | Array | Membrane stiffness elements values ([kD66, kD67, kD68, kD77, kD78, kD88, kD66 note, kD67 note, kD68 note, kD77 note, kD78 note, kD88 note]), can be undefined (all values 1.0 by default) |
| eccentric_stiffness_elements | Array | Eccentric stiffness elements values ([kD16, kD17, kD18, kD27, kD28, kD38, kD16 note, kD17 note, kD18 note, kD27 note, kD28 note, kD38 note]), can be undefined (all values 1.0 by default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates concrete structure ACI type of surface stiffness modification
Kind: instance method of SurfaceStiffnessModification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index, can be undefined |
| component_type | Number | Component type (WALLS_UNCRACKED, WALLS_CRACKED, PLATES_AND_FLAT_SLABS), can be undefined (WALLS_UNCRACKED as default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates concrete structure CSA type of surface stiffness modification
Kind: instance method of SurfaceStiffnessModification
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index, can be undefined |
| component_type | Number | Component type (WALLS_UNCRACKED, WALLS_CRACKED, PLATES_AND_FLAT_SLABS), can be undefined (WALLS_UNCRACKED as default) |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Creates base surface eccentricity
Kind: global function
Returns: Surface eccentricity
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface eccentricity, can be undefined |
| surfaces_list | Array | List of surfaces indexes |
| comment | String | Comment, can be undefined |
| params | Object | Surface eccentricity's parameters, can be undefined |
Convert string representation of alignment (private)
Kind: global function
Returns: Surface eccentricity alignment
| Param | Type | Description |
|---|---|---|
| alignment | String | Surface eccentricity alignment |
Creates surface mesh refinement (private)
Kind: global function
Returns: Created surface mesh refinement
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification, can be undefined |
| surface_list | Array | List of surface indexes, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Modifies concrete structures surface stiffness modification (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| surface_stiffness_modification | Object | Surface stiffness modification to be set |
| stiffness_modification_type | String | Stiffness modification type |
| component_type | Number | Component type (WALLS_UNCRACKED, WALLS_CRACKED, PLATES_AND_FLAT_SLABS), can be undefined (WALLS_UNCRACKED as default) |
Creates surface stiffness modification
Kind: global function
Returns: Created surface stiffness modification
| Param | Type | Description |
|---|---|---|
| no | Number | Index of surface stiffness modification |
| structural_modification | Number | Structural modification index, can be undefined |
| comment | String | Comment, can be undefined |
| params | Object | Surface stiffness modification's parameters, can be undefined |
Sets parameter to surface stiffness modification object (private)
Kind: global function
| Param | Type | Description |
|---|---|---|
| surface_stiffness_modification | Object | Surface stiffness modification to be set |
| parameter_name | String | Name of parameter |
| parameter_value | Number | Value to be set |
Set load parameters
Kind: global function
| Param | Type | Description |
|---|---|---|
| arguments | Array | Arguments: arg[0] - surface stiffness modification, arg[1] - array of stiffness matrix values to set, arg[2, 3 ... n] - stiffness matrix parameters to be set |
+ ← + + TypesForSolids + + Python Articles 📰 + + → +
Dlubal Dev Docs Defining of block contains two main two function:
In this function can used following functions:
This function creates global parameters and bind its to block and input fields in parameters table. +If global parameters exists, RFEM try bind input fields to existing parameters if unit group is equal to required unit group, otherwise default values will be used.
Function creates global parameter of value definition type.
Arguments:
Function creates global parameter of formula definition type.
Arguments:
Function creates global parameter of optimization definition type.
Arguments:
Same like OptimizationGlobalParameter, but is ascending type.
Same like OptimizationGlobalParameter, but is descending type.
function global_parameters()
+{
+ FormulaGlobalParameter("offset", undefined, UNIT.LENGTH, "1.5+1", "Formula global parameter");
+ ValueGlobalParameter("offset_1", "", UNIT.LENGTH, 1.0, "Value global parameter");
+ OptimizationGlobalParameter("offset_2", "offset_2", UNIT.LENGTH, 3.0, 1.0, 10.0, 1.0, undefined, "Optimization global parameter");
+ OptimizationAscendingGlobalParameter("offset_3", "offset_3", UNIT.LENGTH, 3.0, 1.0, 10.0, 1.0, undefined, "Optimization ascending global parameter");
+ OptimizationDescendingGlobalParameter("offset_4", "offset_4", UNIT.LENGTH, 3.0, 1.0, 10.0, 1.0, undefined, "Optimization descending global parameter");
+}
+In this function can used following functions:
You can create object in generate() and get objects like input objects. +In this case need to control script id, because of generated objects and input objects will be add to same map. +It means, if You have input materials with id 1 and 3, then generated objects cannot be created with ids 1 and 3. You can create material with id 2, 4, and so on.
function generate()
+{
+ Material(2); // Create material 2
+ Material(4); // Create material 4
+
+ materials[1]; // input material
+ materials[2]; // generated material
+ materials[3]; // input material
+ materials[4]; // generated material
+}
+Function create a category in the block input table.
Arguments:
function input_data()
+{
+ category("Parameters"); // create category on first level
+ category("Nodal Support"); // create category on first level
+
+ var SECTIONS_CATEGORY = category("Sections"); // create category on first level
+ category("Section 1", false, SECTIONS_CATEGORY ); // create category on second level inside category "Sections"
+ category("Section 1", false, SECTIONS_CATEGORY ); // create category on second level inside category "Sections"
+}
+In this case we will create counter with key "n", after that we will create template multiplicity category, which will create categories by counter. +It means, if counter has value 5, then 5 categories will be created in the input table.
Also we can write special title of category with placeholder, which will be changed on number of this category in the input table.
function input_data()
+{
+ category("Multiplicity Counter "); // create category on first level
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true); // create multiplicity counter
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings"); // create category on first level
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY); // create multiplicity category on second level inside category Members settings"
+}
+Function loading_category creates special category, which can be managed by check box Loading on the main tab of Block Dialog. +This category may exist like single instance and should contain all load cases input parameters.
This category can not be used like multiplicity category, but can contains multiplicity parameters and categories.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Create loading category on first level
+ category("Loads", false, LOADING_CATEGORY); // Create category on second level inside "Loading" category.
+}
+Function creates integer input parameter. This parameter can be used for multiplicity parameters and categories like counter.
Arguments:
function input_data()
+{
+ category("Category");
+ parameter_int("Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+}
+Multiplicity example, when counter manages multiplicity parameters
function input_data()
+{
+ category("Category"); // create category on first level
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true); // create multiplicity counter
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings"); // create category on first level
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY); // create multiplicity category on second level inside category Members settings"
+}
+Multiplicity example, when multiplicity counter managed by another counter
function input_data()
+{
+ category("Category"); // create category on first level
+ parameter_int("Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true); // create multiplicity counter
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings"); // create category on first level
+ parameter_int("Multiplicity Counter", "managed", "", 2, UNIT.NONE, 1, 1, 10, true, true, "n"); // create multiplicity "managed" counter on second level, which managed by "n" counter
+}
+Function creates float input parameter.
Arguments:
Function creates input field for material object, which exists in model.
Arguments:
Function creates input field for section object, which exists in model.
Arguments:
Function creates input field for thickness object, which exists in model.
Arguments:
no - script id of thickness objects. Thickness will be added to thicknesses map. We can get thickness by this id, from this map like this thicknesses[4], if thickness input field was created with script id 4. +name - name of parameter in input table +multiplicity_counter_key - key of counter, which was created by function parameter_int() function.
Function creates input field for Nodal Support object, which exists in model.
Arguments:
NOTE 💡
Nodal supports exists like input objects only.
Function creates input field for Line Support object, which exists in model.
Arguments:
NOTE 💡
Line supports exists like input objects only.
Function creates input field for Member Support object, which exists in model.
Arguments:
NOTE 💡
Member supports exists like input objects only.
Function creates input field for Surface Support object, which exists in model.
Arguments:
NOTE 💡
Surface supports exists like input objects only.
Function creates input field for Load Case object, which exists in model. Load case fields should be located in loading category.
Arguments:
NOTE 💡
Load cases exists like input objects only.
Function creates input field for checkbox, which can have true or false value.
Arguments:
Function set visibility condition to parameter or category, which was added to input table in input_data() function. It affects on parameter or category, after which this function was called.
Arguments:
Function set editable condition to parameter, which was added to input table in input_data() function. It affects on parameter or category, after which this function was called. +It means, when condition is true, then user can edit parameter, otherwise parameter is read only for user.
Arguments:
Function set editable condition to parameter, which was added to input table in input_data() function. It affects on parameter or category, after which this function was called. +It means, that parameter will be read only if value is false.
Arguments:
Function creates combobox input field.
Arguments:
Function add popup combobox value to combobox, which was added to input table in input_data() function. It affects on combobox, after which this ### function was called. +Can be used for comboboxes only.
Arguments:
Set binding to global parameter to last created input parameter. These function should be used for float and integer input fields.
Arguments:
function input_data()
+{
+ category("Geometry");
+ parameter_float("Offset", "offset", "", 1.0, UNIT.LENGTH, 0.0, 1, NAN, false, false);
+ set_global_parameter("offset");
+}
+In the generate function user can use variable axesUp for getting information of global axes orientation.
In this function can used following functions:
If some values should be calculated during the generate function, these values can be set to input parameters via return dictionary from generate function.
For example
function generate()
+{
+ // If block calculate some parameters, we should create dictionary variable
+ // For example: var calculated_parameters = {};
+ // Set calculated variable after calculation: calculated_parameters['alpha_info'] = alpha;
+ // And return it on the end point of script: return calculated_parameters;
+ var calculated_parameters = {};
+
+ // 'inclination_via' has three options
+
+ if (inclination_via == "define_height") // input by inclination_via = "Define height"
+ {
+ alpha = atan(2*H/a);
+ s = 2*H/a;
+ }
+
+ if (inclination_via == "define_angle") // input by inclination_via = "Define angle"
+ {
+ H = 0.5*a*tan(alpha);
+ s = tan(alpha);
+ }
+
+ if (inclination_via == "define_slope") // input by inclination_via = "Define slope"
+ {
+ H = 0.5*s*a;
+ alpha = atan(s);
+ }
+
+ // 'stiffener_via' has three options
+
+ if (stiffener_via == "define_plan_projection") // input by stiffener_via = "Plan projection"
+ {
+ H_1 = 2*H*a_1/a;
+ l_1 = sqrt(sqr(a_1) + sqr(2*H*a_1/a));
+ }
+
+ if (stiffener_via == "define_vertical_projection") // input by stiffener_via = "Vertical projection"
+ {
+ a_1 = 0.5*a*H_1/H;
+ l_1 = sqrt(sqr(H_1) + sqr(0.5*a*H_1/H));
+ }
+
+ if (stiffener_via == "define_length") // input by stiffener_via = "Length"
+ {
+ a_1 = a*l_1/sqrt(sqr(a) + 4*sqr(H));
+ H_1 = H*l_1/sqrt(sqr(H) + 0.25*sqr(a));
+ }
+
+ // Set calculated variables to dictionary after calculation
+ calculated_parameters['H'] = H;
+ calculated_parameters['alpha'] = alpha;
+ calculated_parameters['s'] = s;
+ calculated_parameters['a_1'] = a_1;
+ calculated_parameters['H_1'] = H_1;
+ calculated_parameters['l_1'] = l_1;
+
+ return calculated_parameters;
+}
+In this case calculated_parameters contains several input parameters, which was calculated during the generation. It needs in case, when one input parameter can be set, but several other parameters are read only, depends on first parameter and should be set to input table like as actual state of block. Block 001337 has example of behavior.
All loads (such as line loads, nodal loads etc.) from different load cases will be add to same map. Therefore all loads should get different script id.
For example nodal load from load case 1 get script id 1, nodal load from load case 3 get script id 2 and etc. +After creating we can get nodal loads:
function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = NodalLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+
+ var snow_load_case = load_cases[2];
+ if (snow_load_case) // Check if load case exists in map, if no, it means snow load category or loading category are disabled.
+ {
+ var snow_load = NodalLoad(2, snow_load_case); // It is not possible to set up id 1, because of id 1 will be set for load from live load case
+ snow_load .comment = "SnowLoad";
+ }
+}
+Function for send assert message from generate() function. If result is false, then script engine send message to gui and stop script evaluation. +ASSERT can be used for control complex conditions of input parameters, which can not be control by standard logic.
Arguments:
function input_data()
+{
+ category("Parameters");
+ parameter_int("Frame count", "n", "", 4, UNIT.NONE, 1, 1, 100, false, false); // Create input field with "n" counter
+}
+
+function generate()
+{
+ // Check "n" counter with ASSERT
+ ASSERT(n > 1, "Number of frames must be positive");
+}
+Create material with selected script id inside the blok. User id will be selected from available ideces in model. But in the script we can use selected id. +Objects will be added to materials map.
Arguments:
var params = {
+ "comment": "Comment via parameters"
+};
+function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+ Material(4, undefined, "Material 4", params);
+
+ // or
+ var material = Material(10);
+ material.comment = "Material";
+ materials[10].comment = "Material 10";
+}
+Create thickness with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to thicknesses map.
Arguments:
var params = { +"comment": "Comment via parameters" +};
function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+ Thickness(4, "Thickness name", materials[2], undefined, "Thickness 4", params);
+
+ // or
+ var thickness = Thickness(10);
+ thickness .comment = "Thickness ";
+ thicknesses[10].comment = "Thickness 10";
+}
+Create section with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to sections map.
Arguments:
var params = { +"comment": "Comment via parameters" +};
function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Material(1);
+ Section(1, "Section 1", materials[1], "Section 1", params);
+}
+Create node with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to nodes map.
Arguments:
var params = { +"comment": "Comment via parameters" +};
function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+ Node(1, 0.5, 0.6, 0.7, "Node 1", params);
+}
+Create line with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to lines map.
var params = {
+ "comment": "Comment via parameters"
+};
+function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Node(1);
+ Node(2);
+ Line(1, [1, 2], "Comment", params);
+
+ // or
+ Node(3);
+ Node(4);
+ Line(2, [nodes[3], nodes[4]], undefined, params);
+ lines[2].comment = "Line 2";
+}
+Create member with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to members map.
Arguments:
function generate()
+{
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Node(1);
+ Node(2);
+ Member(1, [1, 2], "Member 1", params);
+}
+CAUTION ⚠️
If Member created in RFEM, with Member will be created Line with same id. It means when we create member number 3, in same time will be created line number 3.
Create surface with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to surfaces map.
Arguments:
function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [5, 6]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Surface(1, [1, 2, 3, 4], thicknesses[1], "Surface 1", params);
+}
+Create solid with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to solids map.
function generate()
+{
+ for (var i = 1; i <= 8; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [1, 5]);
+ Line(6, [2, 6]);
+ Line(7, [3, 7]);
+ Line(8, [4, 8]);
+ Line(9, [5, 6]);
+ Line(10, [6, 7]);
+ Line(11, [7, 8]);
+ Line(12, [8, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+ Surface(2, [1, 5, 6, 9]);
+ Surface(3, [2, 6, 7, 10]);
+ Surface(4, [3, 7, 8, 11]);
+ Surface(5, [4, 8, 5, 12]);
+ Surface(6, [9, 10, 11, 12]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Solid(1, [1, 2, 3, 4, 5, 6], materials[1], "Solid 1", params);
+}
+Create opening with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to openings map.
Arguments:
function generate()
+{
+ for (var i = 1; i <= 8; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [5, 6]);
+ Line(6, [6, 7]);
+ Line(7, [7, 8]);
+ Line(8, [8, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ Opening(2, [5, 6, 7, 8], ""Opening 1", params);
+}
+Create line set with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to line_sets map.
Arguments:
function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ LineSet(1, [1, 2, 3], "Line Set 1", params);
+}
+Create member set with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to member_sets map.
Arguments:
function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Member(1, [1, 2]);
+ Member(2, [2, 3]);
+ Member(3, [3, 4]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ MemberSet(1, [1, 2, 3], "Member Set 1", params);
+}
+Create surface set with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to surface_sets map.
Arguments:
function generate()
+{
+ for (var i = 1; i <= 6; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [3, 6]);
+ Line(6, [5, 6]);
+ Line(7, [4, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+ Surface(2, [3, 5, 6, 7]);
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ SurfaceSet(1, [1, 2], "Surface Set 1", params);
+}
+Create solid set with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to solid_sets map.
Arguments:
function generate()
+{
+ // code of solids generating
+
+ var params = {
+ "comment": "Comment via parameters"
+ };
+
+ SolidSet(1, [1, 2], "Solid Set 1", params);
+}
+Create nodal load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to nodal_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 10; i++)
+ {
+ Node(i);
+ nodes[i].coordinates = $V(i, 0, 0);
+ }
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var nodes_to_load = [];
+ for (var i = 1; i < 10; ++i)
+ {
+ nodes_to_load.push(nodes[i]);
+ }
+
+ var params = {
+ "load_type": model.nodal_loads.LOAD_TYPE_COMPONENTS,
+ "components_force_x": 1.0,
+ "components_force_y": 2.0,
+ "components_force_z": 3
+ }
+ NodalLoad(1, live_load_case, nodes_to_load, "Live Load", params);
+ }
+}
+CAUTION ⚠️
All nodal loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create line load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to line_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ Node(1);
+ Node(2);
+ Node(3);
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = LineLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ live_load.lines = [1, 2];
+ }
+}
+CAUTION ⚠️
All line loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create member load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to member_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ Node(1);
+ Node(2);
+ Node(3);
+ Member(1, [1, 2]);
+ Member(2, [2, 3]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = MemberLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.members = [1, 2];
+ }
+}
+CAUTION ⚠️
All member loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create surface load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to surface_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [5, 6]);
+
+ Surface(1, [1, 2, 3, 4]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = SurfaceLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.surfaces = [1];
+ }
+}
+CAUTION ⚠️
All surface loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create solid load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to solid_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 8; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [1, 5]);
+ Line(6, [2, 6]);
+ Line(7, [3, 7]);
+ Line(8, [4, 8]);
+ Line(9, [5, 6]);
+ Line(10, [6, 7]);
+ Line(11, [7, 8]);
+ Line(12, [8, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+ Surface(2, [1, 5, 6, 9]);
+ Surface(3, [2, 6, 7, 10]);
+ Surface(4, [3, 7, 8, 11]);
+ Surface(5, [4, 8, 5, 12]);
+ Surface(6, [9, 10, 11, 12]);
+
+ Solid(1, [1, 2, 3, 4, 5, 6]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = SolidLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.solids = [1];
+ }
+}
+CAUTION ⚠️
All solid loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create opening load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to opening_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 8; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [5, 6]);
+ Line(6, [6, 7]);
+ Line(7, [7, 8]);
+ Line(8, [8, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+
+ Opening(2, [5, 6, 7, 8]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = OpeningLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.openings = [2];
+ }
+}
+CAUTION ⚠️
All opening loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create line set load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to line_set_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+
+ LineSet(1, [1, 2, 3]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = LineSetLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.line_sets = [1];
+ }
+}
+CAUTION ⚠️
All line set loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create member set load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to member_set_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Member(1, [1, 2]);
+ Member(2, [2, 3]);
+ Member(3, [3, 4]);
+
+ MemberSet(1, [1, 2, 3]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = MemberSetLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.member_sets = [1];
+ }
+}
+CAUTION ⚠️
All member set loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create surface set load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to surface_set_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 6; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [4, 1]);
+ Line(5, [3, 6]);
+ Line(6, [5, 6]);
+ Line(7, [4, 5]);
+
+ Surface(1, [1, 2, 3, 4]);
+ Surface(2, [3, 5, 6, 7]);
+
+ SurfaceSet(1, [1, 2]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = SurfaceSetLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.surface_sets = [1];
+ }
+}
+CAUTION ⚠️
All surface set loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create solid set load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to solid_set_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = SolidSetLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+}
+CAUTION ⚠️
All solid set loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create free concentrated load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to free_concentrated_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ for (var i = 1; i <= 4; ++i)
+ {
+ Node(i);
+ }
+
+ Line(1, [1, 2]);
+ Line(2, [2, 3]);
+ Line(3, [3, 4]);
+ Line(4, [5, 6]);
+
+ Surface(1, [1, 2, 3, 4]);
+
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = FreeConcentratedLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+
+ live_load.surfaces = [1];
+ }
+}
+CAUTION ⚠️
All free concentrated loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create free line load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to free_line_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = FreeLineLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+}
+CAUTION ⚠️
All free line loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create free rectangular load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to free_rectangular_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = FreeRectangularLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+}
+CAUTION ⚠️
All free rectangular loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create free circular load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to free_circular_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = FreeCircularLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+}
+CAUTION ⚠️
All free circular loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Create free polygon load with selected script id inside the block. User id will be selected from available indexes in model. But in the script we can use selected id. +Objects will be added to free_polygon_loads map. For creating load should be used load case. Load cases can be selected from load_cases map, in which its added from input parameters only.
Arguments:
function input_data()
+{
+ var LOADING_CATEGORY = loading_category("Loading"); // Add loading category to block on first level
+ parameter_check("Live Load", "live_load_checkbox", true); // Add checkbox for enabling of live load case
+
+ category("Live Load", false, LOADING_CATEGORY); // Add category Live Load, which contains load case input field
+ condition("live_load_checkbox == true"); // Set condition for enabling of Live Load Category
+ load_case(1, "Load Case"); // Add load case input field to Live Load category
+}
+
+function generate()
+{
+ var live_load_case = load_cases[1];
+ if (live_load_case) // Check if load case exists in map, if no, it means live load category or loading category are disabled.
+ {
+ var live_load = FreePolygonLoad(1, live_load_case);
+ live_load.comment = "Live Load";
+ }
+}
+CAUTION ⚠️
All free polygon loads from different load cases will be add to same map. Therefore all loads should get different script id. +Read more about important behavior of loads.
Arguments:
Arguments:
Function creates angular dimension and add it do dimensions map.
Arguments:
Creating angular dimension with objects with same reference type via positional parameters.
AngularDimension(18, members[3], members[4], model.dimensions.REFERENCE_TYPE_MEMBER, "A", offset, model.dimensions.ANGULAR_QUADRANT_POSITIVE);
+Creating angular dimension with the objects via optional parameter reference_table.
var reference_table = [
+ [members[1], model.dimensions.REFERENCE_TYPE_MEMBER],
+ [members[2], model.dimensions.REFERENCE_TYPE_MEMBER],
+];
+AngularDimension(16, undefined, undefined, undefined, "A", offset, model.dimensions.ANGULAR_QUADRANT_POSITIVE, "", {'reference_table': reference_table});
+Creating angular dimension with object with positional parameter and optional parameter reference_table.
var reference_table = [
+ [members[3], model.dimensions.REFERENCE_TYPE_MEMBER],
+];
+AngularDimension(17, members[2], undefined, model.dimensions.REFERENCE_TYPE_MEMBER, "A", offset, model.dimensions.ANGULAR_QUADRANT_POSITIVE, "", {'reference_table': reference_table});
+Creating angular dimension with coordinates and some object via positional parameters.
Creating angular dimension with objects with same reference type via positional parameters.
AngularDimension(18, [3, 5, 2], members[4], model.dimensions.REFERENCE_TYPE_MEMBER, "A", offset, model.dimensions.ANGULAR_QUADRANT_POSITIVE);
+CAUTION ⚠️
If you use positional parameters, you can't use reference object with different types.
The following example is bad. Because of second positional parameter is a Node, but function wait Member, by positional parameter 4 (model.dimensions.REFERENCE_TYPE_MEMBER).
AngularDimension(18, nodes[2], members[4], model.dimensions.REFERENCE_TYPE_MEMBER, "A", offset, model.dimensions.ANGULAR_QUADRANT_POSITIVE);
+Function creates arc length dimension and add it to dimensions map.
Arguments:
Function creates diameter dimension and add it to dimensions map.
Arguments:
Function creates linear dimension and add it to dimensions map.
Arguments:
+// linear dimension via points
+LinearDimension(1, [1, 2, 3], [3, 4, 5]);
+
+// linear dimension via nodes
+LinearDimension(2, nodes[1], nodes[2]);
+
+// linear dimension via node and control point
+// Control points had not separate map of objects, but can be get from object properties of another objects, in which was created.
+LinearDimension(3, nodes[1], lines[1].arc_control_point_object);
+
+// And you can combine points, nodes and control points in these *Arguments:* object_1, object_2
+Function creates radius dimension and add it to dimensions map.
Arguments:
Function creates slope dimension and add it to dimensions map.
Arguments:
Function creates line hinge and add it to line_hinges map.
Arguments:
Node(1);
+Node(2);
+Line(1, [1, 2]);
+LineHinge(1, lines[1], lines[2]);
+Function creates line mesh refinement and add it to line_mesh_refinements map.
Arguments:
Function creates member definable stiffness and add it to member_definable_stiffnesses map.
Arguments:
Function creates member eccentricity and add it to member_eccentricities map.
Arguments:
Node(1);
+Node(2);
+Member(1, [1, 2], "Member 1", params);
+MemberEccentricity(1, members[1], members[1]);
+Function creates member hinge and add it to member_hinges map.
Arguments:
Node(1);
+Node(2);
+Member(1, [1, 2], "Member 1", params);
+MemberHinge(1, members[1], members[1]);
+Add member hinge to several members.
MemberHinge(1);
+
+members[1].member_hinge_start = member_hinges[1];
+members[1].member_hinge_end= member_hinges[1];
+members[2].member_hinge_start = member_hinges[1];
+members[2].member_hinge_end= member_hinges[1];
+members[3].member_hinge_start = member_hinges[1];
+members[3].member_hinge_end= member_hinges[1];
+
+var member_hinge = MemberHinge(2);
+
+members[4].member_hinge_start = member_hinge;
+members[4].member_hinge_end= member_hinge;
+members[5].member_hinge_start = member_hinge;
+members[5].member_hinge_end= member_hinge;
+members[6].member_hinge_start = member_hinge;
+members[6].member_hinge_end= member_hinge;
+Function creates member nonlinearities and add it to member_nonlinearities map.
Arguments:
Function creates member result intermediate point and add it to member_result_intermediate_points map.
Arguments:
Function creates member sitffness modification and add it to member_stiffness_modifications map.
Arguments:
Function creates member transverse stiffener and add it to member_transverse_stiffeners map.
Arguments:
Function creates nodal mesh refinement and add it to nodal_mesh _refinements map.
Arguments:
Function creates surface eccentricity and add it to surface_eccentricities map.
Arguments:
for (var i = 1; i <= 4; ++i)
+{
+ Node(i);
+}
+
+Line(1, [1, 2]);
+Line(2, [2, 3]);
+Line(3, [3, 4]);
+Line(4, [5, 6]);
+
+var params = {
+ "comment": "Comment via parameters"
+};
+
+Surface(1, [1, 2, 3, 4], thicknesses[1], "Surface 1", params);
+SurfaceEccentricity(1, surfaces[1]);
+Function creates surface mesh refinement and add it to surface_mesh _refinement s map.
Arguments:
Function creates coordinate system and add it to *coordinate_systems map.
Arguments:
Node(1, 0.5, 0, 0);
+Node(2, 0.5, 1, 0);
+
+var coordinate_system_params =
+{
+ "origin_coordinates": [0, 0, 0],
+ "u_axis_point_coordinates": [1, 0, 0],
+ "uw_plane_point_coordinates": [0, 0, 1]
+}
+CoordinateSystem(1, model.coordinate_systems.TYPE_3_POINTS, undefined, coordinate_system_params);
+
+var linear_dimension_params =
+{
+ "linear_coordinate_system": coordinate_systems[1],
+};
+LinearDimension(1, nodes[1], nodes[2], "zx", "", 1, undefined, linear_dimension_params);
+In script of block user can use variable model for getting constants, which exists in RFEM/RSTAB.
For example:
function generated()
+{
+ var live_load = NodalLoad(1, live_load_case);
+ live_load.load_type = model.nodal_loads.LOAD_TYPE_COMPONENTS; // Get constant from RFEM via model
+}
+Units, which can be used in integer and floats parameters.
UNIT.NONE
+UNIT.EG_MODULE
+UNIT.STRESSES
+UNIT.MATERIAL_SPECIFIC_WEIGHT
+UNIT.THERMAL_EXPANSION_COEFFICIENT
+UNIT.DENSITY
+UNIT.POISSONS_RATIO
+UNIT.HARDENING_FACTOR
+UNIT.REFERENCE_ELEMENT_SIZE
+UNIT.MATERIAL_FACTOR
+UNIT.MATERIAL_THICKNESS
+UNIT.MATERIAL_DEFORMATION
+UNIT.STRAIN
+UNIT.GRAVITATIONAL_ACCELERATION
+UNIT.FRACTURE_ENERGY
+UNIT.MATERIAL_QUANTITY_INTEGER
+UNIT.MATERIAL_ANGLE
+
+// SUBCATEGORY_MATERIALS_GAS
+UNIT.THERMAL_CONDUCTIVIY
+UNIT.GAS_DENSITY
+UNIT.MATERIAL_TEMPERATURE
+UNIT.GAS_PRESSURE
+UNIT.MOLAR_MASS
+UNIT.HEAT_CAPACITY
+UNIT.DYNAMIC_VISCOSITY
+UNIT.DYNAMIC_INCREASE_FACTOR
+UNIT.STRAIN_RATE
+
+// CATEGORY_SECTIONS
+// SUBCATEGORY_SECTIONS_GENERAL
+UNIT.SECTION_DIMENSION
+UNIT.SECTION_PERIMETER
+UNIT.SECTION_COMPLIANCE
+UNIT.SECTION_AREA
+UNIT.SECTION_ANGLE
+UNIT.SECTION_MOMENT_OF_INERTIA
+UNIT.SECTION_SECTION_FACTOR
+UNIT.SECTION_SECTION_MODULUS
+UNIT.SECTION_EFFECTIVE_SECOND_MOMENT_OF_AREA
+UNIT.SECTION_STATICAL_MOMENT_OF_AREA
+UNIT.SECTION_TENSION_FIELD_COEFFICIENT_1
+UNIT.SECTION_TENSION_FIELD_COEFFICIENT_2
+UNIT.SECTION_WARPING_CONSTANT
+UNIT.SECTION_NORMALIZED_WARPING_CONSTANT
+UNIT.SECTION_WARPING_STATICAL_MOMENT
+UNIT.SECTION_BIMOMENT
+UNIT.SECTION_FORCE
+UNIT.SECTION_MOMENT
+UNIT.SECTION_UNIT_STRESSES
+UNIT.SECTION_UNIT_WARPING_FUNCTION
+UNIT.SECTION_QUANTITY
+
+// SUBCATEGORY_SECTIONS_UNIT_PARAMETERS
+UNIT.SECTION_VOLUME
+UNIT.SECTION_SURFACE
+UNIT.SECTION_WEIGHT
+
+// SUBCATEGORY_SECTIONS_ADDON_CONCRETE
+UNIT.MATERIAL_HUMIDITY
+UNIT.SECTION_COEFFICIENT
+UNIT.MATERIAL_TIME
+UNIT.MATERIAL_COEFFICIENT
+UNIT.SECTION_STRAIN
+
+// CATEGORY_MODEL
+// SUBCATEGORY_MODEL_GENERAL
+UNIT.LENGTH
+UNIT.RSECTION_LENGTH
+UNIT.AREA
+UNIT.RSECTION_AREA
+UNIT.VOLUME
+UNIT.ANGLE
+UNIT.GEOGRAPHIC_COORDINATES
+UNIT.MASS
+UNIT.THICKNESS
+UNIT.TIME
+
+// SUBCATEGORY_MODEL_DIMENSIONLESS
+UNIT.DIMENSIONLESS
+UNIT.RELATIVE_LENGTH
+UNIT.PARTIAL_FACTOR
+UNIT.WEIGHT_AND_KNOT
+UNIT.RATIO
+UNIT.PRECISION_FACTOR
+UNIT.FRICTION_COEFFICIENT
+UNIT.STIFFNESS_MULTIPLICATION_FACTOR
+UNIT.QUANTITY
+UNIT.QUANTITY_WITH_FIXED_PRECISION
+
+// SUBCATEGORY_MODEL_SUPPORTS_ELASTIC_FOUNDATION_ORTHOTROPY
+UNIT.SPRING_STIFFNESS
+UNIT.SPRING_ROTATIONAL_STIFFNESS
+UNIT.LINE_SPRING_CONSTANT
+UNIT.LINE_SPRING_ROTATIONAL_STIFFNESS
+UNIT.SURFACE_SPRING_CONSTANT
+UNIT.SHEAR_SPRING_CONSTANT
+UNIT.ORTHOTROPY_BENDING_MOMENT
+UNIT.ORTHOTROPY_LINE_MOMENT
+UNIT.MASS_PER_UNIT_AREA
+UNIT.MASS_MOMENT_PER_UNIT_AREA
+UNIT.SURFACES_CONTACT_TYPE_SHEAR_STIFFNESS
+UNIT.SOLID_SHEAR_STIFFNESS
+
+// SUBCATEGORY_MODEL_MEMBER_TRANSVERSE_STIFFENERS
+UNIT.MEMBER_TRANSVERSE_STIFFENERS_WELD_SIZE
+
+// SUBCATEGORY_MODEL_MEMBER_MATRIX_STIFFNESS_ELEMENTS
+UNIT.MEMBER_BENDING_TORSION_STIFFNESS_ELEMENT
+UNIT.MEMBER_SHEAR_STIFFNESS_ELEMENT
+UNIT.MEMBER_ECCENTRIC_STIFFNESS_ELEMENT
+UNIT.MEMBER_DEVIATORIC_STIFFNESS_ELEMENT
+
+// SUBCATEGORY_MODEL_SURFACE_MATRIX_STIFFNESS_ELEMENTS
+UNIT.SURFACE_BENDING_TORSION_STIFFNESS_ELEMENT
+UNIT.SURFACE_SHEAR_STIFFNESS_ELEMENT
+UNIT.SURFACE_MEMBRANE_STIFFNESS_ELEMENT
+UNIT.SURFACE_ECCENTRIC_STIFFNESS_ELEMENT
+
+//SUBCATEGORY_MODEL_SURFACE_THICKNESS_LAYERS
+UNIT.SURFACE_SPECIFIC_WEIGHT
+UNIT.SURFACE_WEIGHT
+
+// CATEGORY_CONSTRUCTION_STAGES
+// SUBCATEGORY_CONSTRUCTION_STAGES_GENERAL
+UNIT.CONSTRUCTION_STAGES_TIME
+
+// CATEGORY_BUILDING_MODEL
+// SUBCATEGORY_BUILDING_MODEL_BUILDING_STORIES
+UNIT.BUILDING_STORIES_LENGTH
+UNIT.BUILDING_STORIES_AREA
+UNIT.BUILDING_STORIES_VOLUME
+UNIT.BUILDING_STORIES_MASS
+
+// SUBCATEGORY_BUILDING_MODEL_TIMBER_FRAME_WALL
+UNIT.TIMBER_FRAME_WALL_LENGTH
+UNIT.TIMBER_FRAME_WALL_THICKNESS
+UNIT.TIMBER_FRAME_WALL_CONNECTOR_DIMENSION
+UNIT.TIMBER_FRAME_WALL_CONNECTOR_SPACING
+
+// CATEGORY_LOADS
+// SUBCATEGORY_LOADS_LOADS
+UNIT.LOADS_FORCE
+UNIT.LOADS_MOMENT
+UNIT.LOADS_MASS
+UNIT.LOADS_DISPLACEMENT
+UNIT.LOADS_ROTATION
+UNIT.LOADS_LENGTH
+UNIT.LOADS_RELATIVE_LENGTH
+UNIT.LOADS_TEMPERATURE
+UNIT.LOADS_TEMPERATURE_CHANGE
+UNIT.LOADS_AXIAL_STRAIN
+UNIT.LOADS_FORCE_PER_UNIT_LENGTH
+UNIT.LOADS_MOMENT_PER_UNIT_LENGTH
+UNIT.LOADS_DISPLACEMENT_PER_UNIT_LENGTH
+UNIT.LOADS_ROTATION_PER_UNIT_LENGTH
+UNIT.LOADS_SURFACE_TYPE_LOAD
+UNIT.LOADS_SOLID_TYPE_LOAD
+UNIT.LOADS_DENSITY
+UNIT.LOADS_PRESSURE
+UNIT.SELF_WEIGHT_FACTOR
+UNIT.LOADS_PRECAMBER
+UNIT.LOADS_AREA_MASS
+UNIT.LOADS_IMPOSED_DISPLACEMENT
+UNIT.LOADS_IMPOSED_ROTATION
+UNIT.LOADS_ANGULAR_VELOCITY
+UNIT.LOADS_ANGULAR_ACCELERATION
+UNIT.LOADS_VELOCITY
+UNIT.LOADS_KINEMATIC_VISCOSITY
+UNIT.LOADS_KINETIC_ENERGY
+UNIT.LOADS_SPECIFIC_ENERGY
+
+// SUBCATEGORY_LOADS_LOAD_COMBINATIONS
+UNIT.LOADING_FACTOR
+
+// CATEGORY_IMPERFECTIONS
+// SUBCATEGORY_IMPERFECTIONS_GENERAL
+UNIT.IMPERFECTIONS_MAGNITUDE
+UNIT.IMPERFECTIONS_RELATIVE_LENGTH
+UNIT.IMPERFECTIONS_RATIO
+UNIT.IMPERFECTIONS_FORCE
+
+// CATEGORY_RESULTS
+// SUBCATEGORY_RESULTS_GENERAL
+UNIT.RESULTS_DISPLAY_FACTOR
+
+// SUBCATEGORY_RESULTS_RESULT_DIAGRAMS
+UNIT.RESULTS_RESULT_DIAGRAMS_SMOOTHING_FORCES
+UNIT.RESULTS_RESULT_DIAGRAMS_SMOOTHING_MOMENTS
+
+// SUBCATEGORY_RESULTS_DESIGN_OVERVIEW
+UNIT.RESULTS_DESIGN_OVERVIEW_DESIGN_RATIO
+
+// CATEGORY_DIMENSIONS
+// SUBCATEGORY_DIMENSIONS_GENERAL
+UNIT.DIMENSIONS_LENGTH
+UNIT.DIMENSIONS_ANGLE
+UNIT.DIMENSIONS_SLOPE
+UNIT.DIMENSIONS_ALTITUDE
+
+// CATEGORY_CONCRETE_REINFORCEMENT
+// SUBCATEGORY_CONCRETE_REFINFORCEMENT_GENERAL
+UNIT.CONCRETE_REINFORCEMENT_AREA
+UNIT.CONCRETE_REINFORCEMENT_DIAMETER
+UNIT.CONCRETE_REINFORCEMENT_CONCRETE_COVER
+UNIT.CONCRETE_REINFORCEMENT_LENGTH
+UNIT.CONCRETE_REINFORCEMENT_AREA_PER_UNIT_LENGTH
+UNIT.CONCRETE_REINFORCEMENT_AREA_PER_SQUARE_METER
+UNIT.CONCRETE_REINFORCEMENT_RATIO
+UNIT.CONCRETE_REINFORCEMENT_WEIGHT
+
+// SUBCATEGORY_CONCRETE_EFFECTIVE_LENGTHS
+UNIT.CONCRETE_EFFECTIVE_LENGTHS_FACTOR
+UNIT.CONCRETE_EFFECTIVE_LENGTHS_ECCENTRICITY
+
+// SUBCATEGORY_CONCRETE_DESIGN_GENERAL
+UNIT.CONCRETE_DESIGN_CRACK_WIDTHS
+UNIT.CONCRETE_DESIGN_DIMENSIONLESS
+UNIT.CONCRETE_TEMPERATURE
+UNIT.CONCRETE_DESIGN_PUNCHING_LENGTH
+UNIT.CONCRETE_DESIGN_RATIOS
+UNIT.CONCRETE_DURATION_OF_LONG_TERM_LOAD
+UNIT.CONCRETE_DURATION_OF_LOAD
+UNIT.CONCRETE_LIMIT_OF_ALLOWABLE_DEFLECTION
+
+// CATEGORY_STATIC_ANALYSIS
+// SUBCATEGORY_STATIC_ANALYSIS_GENERAL
+UNIT.STATIC_ANALYSIS_LOAD_INCREMENT_FACTORS
+UNIT.STATIC_ANALYSIS_DESIGN_RATIO
+
+// SUBCATEGORY_STATIC_ANALYSIS_DEFORMATIONS_AND_STRAINS
+UNIT.STATIC_ANALYSIS_DISPLACEMENT
+UNIT.STATIC_ANALYSIS_ROTATION
+UNIT.STATIC_ANALYSIS_WARPING
+UNIT.STATIC_ANALYSIS_AXIAL_AND_SHEAR_STRAIN
+UNIT.STATIC_ANALYSIS_TORSIONAL_AND_BENDING_STRAIN
+UNIT.STATIC_ANALYSIS_STRAIN_ANGLES
+
+// SUBCATEGORY_STATIC_ANALYSIS_SUPPORT_AND_INTERNAL_FORCES
+UNIT.STATIC_ANALYSIS_MEMBER_FORCE
+UNIT.STATIC_ANALYSIS_MEMBER_MOMENT
+UNIT.STATIC_ANALYSIS_MEMBER_BIMOMENT
+UNIT.STATIC_ANALYSIS_MEMBER_PRESSURE
+UNIT.STATIC_ANALYSIS_RIB_FORCE
+UNIT.STATIC_ANALYSIS_SURFACE_FORCE
+UNIT.STATIC_ANALYSIS_SURFACE_MOMENT
+UNIT.STATIC_ANALYSIS_ANGLES
+UNIT.STATIC_ANALYSIS_RESULTANT_FORCE
+UNIT.STATIC_ANALYSIS_RESULTANT_MOMENT
+
+// SUBCATEGORY_STATIC_ANALYSIS_STRESSES
+UNIT.STATIC_ANALYSIS_STRESSES_ON_SURFACES
+UNIT.STATIC_ANALYSIS_STRESSES_ON_SOLIDS
+
+// SUBCATEGORY_STATIC_ANALYSIS_ELASTIC_FOUNDATION
+UNIT.STATIC_ANALYSIS_MEMBER_CONTACT_FORCE
+UNIT.STATIC_ANALYSIS_MEMBER_CONTACT_MOMENT
+UNIT.STATIC_ANALYSIS_SURFACE_CONTACT_STRESS
+
+// SUBCATEGORY_STATIC_ANALYSIS_ADDON_CONCRETE
+UNIT.STATIC_ANALYSIS_TIME
+
+// SUBCATEGORY_STATIC_ANALYSIS_GAS,
+UNIT.STATIC_ANALYSIS_GAS_PRESSURE
+UNIT.STATIC_ANALYSIS_GAS_TEMPERATURE
+UNIT.STATIC_ANALYSIS_GAS_VOLUME
+
+// SUBCATEGORY_STATIC_ANALYSIS_CALCULATION_STATISTIC
+UNIT.STATIC_ANALYSIS_VALUES_OF_STIFFNESS_MATRIX_DIAGONAL_ELEMENTS
+UNIT.STATIC_ANALYSIS_STIFFNESS_MATRIX_DETERMINANT
+UNIT.STATIC_ANALYSIS_INFINITY_NORM
+
+// SUBCATEGORY_STATIC_ANALYSIS_OTHER,
+UNIT.STATIC_ANALYSIS_CRITERIA_RATIO
+
+// CATEGORY_STRESS_ANALYSIS
+// SUBCATEGORY_STRESS_ANALYSIS_GENERAL
+UNIT.STRESS_ANALYSIS_STRESSES
+UNIT.STRESS_ANALYSIS_STRAINS
+UNIT.STRESS_ANALYSIS_BENDING_STRAIN
+UNIT.STRESS_ANALYSIS_RATIOS
+
+//CATEGORY_RSECTION_RESULTS
+//SUBCATEGORY_RSECTION_RESULT_STRESSES
+UNIT.RSECTION_RESULT_LOCATIONS
+UNIT.RSECTION_RESULT_STRESSES
+UNIT.RSECTION_RESULT_RATIOS
+
+// CATEGORY_ALUMINUM_DESIGN
+// SUBCATEGORY_ALUMINUM_DESIGN_GENERAL
+UNIT.ALUMINUM_DESIGN_AXIAL_AND_SHEAR_STRAIN
+UNIT.ALUMINUM_DESIGN_TORSIONAL_AND_BENDING_STRAIN
+UNIT.ALUMINUM_DESIGN_STRESSES
+UNIT.ALUMINUM_DESIGN_RATIOS
+UNIT.ALUMINUM_DESIGN_GLOBAL_BUCKLING_SLENDERNESS_RATIOS
+
+// CATEGORY_STEEL_DESIGN
+// SUBCATEGORY_STEEL_DESIGN_GENERAL
+UNIT.STEEL_DESIGN_AXIAL_AND_SHEAR_STRAIN
+UNIT.STEEL_DESIGN_TORSIONAL_AND_BENDING_STRAIN
+UNIT.STEEL_DESIGN_STRESSES
+UNIT.STEEL_DESIGN_RATIOS
+UNIT.STEEL_DESIGN_GLOBAL_BUCKLING_SLENDERNESS_RATIOS
+UNIT.STEEL_DESIGN_LOCAL_BUCKLING_SLENDERNESS_RATIOS
+UNIT.STEEL_DESIGN_GENERAL_FACTORS
+UNIT.STEEL_DESIGN_PERCENTAGE
+
+// SUBCATEGORY_STEEL_DESIGN_RESULTS
+UNIT.STEEL_DESIGN_RESULTS_FACTORS
+UNIT.STEEL_DESIGN_RESULTS_MOMENT_RATIO
+
+// SUBCATEGORY_STEEL_DESIGN_FIRE_PROTECTION
+UNIT.STEEL_DESIGN_FP_TEMPERATURE
+UNIT.STEEL_DESIGN_FP_TIME
+UNIT.STEEL_DESIGN_FP_TIME_INTERVAL
+UNIT.STEEL_DESIGN_FP_UNIT_MASS
+UNIT.STEEL_DESIGN_FP_THERMAL_CONDUCTIVITY
+UNIT.STEEL_DESIGN_FP_SPECIFIC_HEAT
+UNIT.STEEL_DESIGN_FP_THICKNESS
+UNIT.STEEL_DESIGN_FP_COEF_OF_HEAT_TRANSFER
+UNIT.STEEL_DESIGN_FP_STEFAN_BOLTZMANN_CONSTANT
+
+// CATEGORY_STEEL_JOINTS
+// SUBCATEGORY_STEEL_JOINTS_GENERAL
+UNIT.STEEL_JOINTS_RATIOS
+UNIT.STEEL_JOINTS_PERCENTAGE
+UNIT.STEEL_JOINTS_PARTIAL_FACTORS
+
+// SUBCATEGORY_STEEL_JOINTS_GEOMETRY
+UNIT.STEEL_JOINTS_GEOMETRY_LENGTHS
+UNIT.STEEL_JOINTS_GEOMETRY_THICKNESSES
+UNIT.STEEL_JOINTS_GEOMETRY_ANGLES
+UNIT.STEEL_JOINTS_GEOMETRY_COORDINATES
+
+// SUBCATEGORY_STEEL_JOINTS_WELDS
+UNIT.STEEL_JOINTS_WELD_SIZES
+
+// SUBCATEGORY_STEEL_JOINTS_BOLTS
+UNIT.STEEL_JOINTS_BOLT_SECTION_AREAS
+UNIT.STEEL_JOINTS_BOLT_DIAMETER
+
+// SUBCATEGORY_STEEL_JOINTS_MISCELLANEOUS
+UNIT.STEEL_JOINTS_MISCELLANEOUS_VECTORS
+
+// CATEGORY_STEEL_OBJECTS
+// SUBCATEGORY_STEEL_OBJECTS_ROTATIONAL_RESTRAINTS
+UNIT.STEEL_OBJECTS_ROTATIONAL_RESTRAINTS_SPRING_STIFFNESS
+UNIT.STEEL_OBJECTS_ROTATIONAL_RESTRAINTS_ROTATIONAL_STIFFNESS
+
+// SUBCATEGORY_STEEL_OBJECTS_SHEAR_PANELS
+UNIT.STEEL_OBJECTS_SHEAR_PANELS_COEFFICIENT_K1
+UNIT.STEEL_OBJECTS_SHEAR_PANELS_COEFFICIENT_K2
+UNIT.STEEL_OBJECTS_SHEAR_PANELS_STIFFNESS
+
+// SUBCATEGORY_STEEL_OBJECTS_WELDS
+UNIT.STEEL_OBJECTS_WELD_SIZE
+
+// SUBCATEGORY_STEEL_OBJECTS_EFFECTIVE_LENGTHS
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_FACTORS
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_CRITICAL_MOMENT
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_TOLERANCE
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_SPRING
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_ROTATIONAL_STIFFNESS
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_WARPING
+UNIT.STEEL_OBJECTS_EFFECTIVE_LENGTHS_ECCENTRICITY
+
+// SUBCATEGORY_STEEL_OBJECTS_BOUNDARY_CONDITIONS
+UNIT.STEEL_OBJECTS_BOUNDARY_CONDITIONS_ECCENTRICITY
+UNIT.STEEL_OBJECTS_BOUNDARY_CONDITIONS_ROTATION
+UNIT.STEEL_OBJECTS_BOUNDARY_CONDITIONS_STIFFNESS
+UNIT.STEEL_OBJECTS_BOUNDARY_CONDITIONS_ROTATIONAL_STIFFNESS
+UNIT.STEEL_OBJECTS_BOUNDARY_CONDITIONS_WARPING
+
+// CATEGORY_TIMBER_DESIGN
+// SUBCATEGORY_TIMBER_DESIGN_GENERAL
+UNIT.TIMBER_DESIGN_AXIAL_AND_SHEAR_STRAIN
+UNIT.TIMBER_DESIGN_TORSIONAL_AND_BENDING_STRAIN
+UNIT.TIMBER_DESIGN_STRESSES
+UNIT.TIMBER_DESIGN_RATIOS
+UNIT.TIMBER_DESIGN_FACTORS
+UNIT.TIMBER_DESIGN_FP_TIME
+UNIT.TIMBER_DESIGN_FP_TIME_HOUR
+UNIT.TIMBER_DESIGN_LIFETIME
+UNIT.TIMBER_DESIGN_CHARRING_RATE
+
+// SUBCATEGORY_TIMBER_OBJECTS_EFFECTIVE_LENGTHS
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_FACTORS
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_CRITICAL_MOMENT
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_SPRING
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_ROTATIONAL_STIFFNESS
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_WARPING
+UNIT.TIMBER_OBJECTS_EFFECTIVE_LENGTHS_ECCENTRICITY
+
+// SUBCATEGORY_TIMBER_OBJECTS_SHEAR_PANELS
+UNIT.TIMBER_OBJECTS_SHEAR_PANELS_COEFFICIENT_K1
+UNIT.TIMBER_OBJECTS_SHEAR_PANELS_COEFFICIENT_K2
+UNIT.TIMBER_OBJECTS_SHEAR_PANELS_STIFFNESS
+
+// SUBCATEGORY_TIMBER_OBJECTS_ROTATIONAL_RESTRAINTS
+UNIT.TIMBER_OBJECTS_ROTATIONAL_RESTRAINTS_SPRING_STIFFNESS
+UNIT.TIMBER_OBJECTS_ROTATIONAL_RESTRAINTS_ROTATIONAL_STIFFNESS
+
+// CATEGORY_ALUMINUM_OBJECTS
+// SUBCATEGORY_ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_FACTORS
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_CRITICAL_MOMENT
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_LATERAL_TORSIONAL_BUCKLING_MOMENT
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_TOLERANCE
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_SPRING
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_ROTATIONAL_STIFFNESS
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_WARPING
+UNIT.ALUMINUM_OBJECTS_EFFECTIVE_LENGTHS_ECCENTRICITY
+
+// SUBCATEGORY_ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS
+UNIT.ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS_ECCENTRICITY
+UNIT.ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS_ROTATION
+UNIT.ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS_STIFFNESS
+UNIT.ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS_ROTATIONAL_STIFFNESS
+UNIT.ALUMINUM_OBJECTS_BOUNDARY_CONDITIONS_WARPING
+
+// SUBCATEGORY_ALUMINUM_OBJECTS_SHEAR_PANELS
+UNIT.ALUMINUM_OBJECTS_SHEAR_PANELS_COEFFICIENT_K1
+UNIT.ALUMINUM_OBJECTS_SHEAR_PANELS_COEFFICIENT_K2
+UNIT.ALUMINUM_OBJECTS_SHEAR_PANELS_STIFFNESS
+
+// SUBCATEGORY_ALUMINUM_OBJECTS_ROTATIONAL_RESTRAINTS
+UNIT.ALUMINUM_OBJECTS_ROTATIONAL_RESTRAINTS_SPRING_STIFFNESS
+UNIT.ALUMINUM_OBJECTS_ROTATIONAL_RESTRAINTS_ROTATIONAL_STIFFNESS
+
+// SUBCATEGORY_ALUMINUM_OBJECTS_WELDS
+UNIT.ALUMINUM_OBJECTS_WELD_SIZE
+
+// SUBCATEGORY_STABILITY_ANALYSIS_STABILITY_ANALYSIS
+UNIT.STABILITY_ANALYSIS_FACTORS
+UNIT.STABILITY_ANALYSIS_EIGENVECTORS
+UNIT.STABILITY_ANALYSIS_INITIAL_STRAIN
+
+//CATEGORY_DYNAMIC_ANALYSIS
+//SUBCATEGORY_DYNAMIC_ANALYSIS_GENERAL
+UNIT.DYNAMIC_ANALYSIS_GENERAL_ACCELERATIONS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_ANGULAR_ACCELERATIONS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_VELOCITIES
+UNIT.DYNAMIC_ANALYSIS_GENERAL_ANGULAR_VELOCITIES
+UNIT.DYNAMIC_ANALYSIS_GENERAL_MULTIPLIERS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_FREQUENCIES
+UNIT.DYNAMIC_ANALYSIS_GENERAL_ROTATIONS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_FACTORS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_TIME
+UNIT.DYNAMIC_ANALYSIS_GENERAL_EIGENVECTORS
+UNIT.DYNAMIC_ANALYSIS_GENERAL_EIGENVALUES
+UNIT.DYNAMIC_ANALYSIS_GENERAL_ANGULAR_FREQUENCIES
+UNIT.DYNAMIC_ANALYSIS_GENERAL_DAMPING
+UNIT.DYNAMIC_ANALYSIS_GENERAL_COMBINATION_PERCENTAGE
+UNIT.DYNAMIC_ANALYSIS_GENERAL_G_FACTOR
+
+//SUBCATEGORY_DYNAMIC_ANALYSIS_MASSES
+UNIT.DYNAMIC_ANALYSIS_MASSES_MODAL_MASSES
+UNIT.DYNAMIC_ANALYSIS_MASSES_TRANSLATIONAL_MASSES
+UNIT.DYNAMIC_ANALYSIS_MASSES_ROTATIONAL_MASSES
+UNIT.DYNAMIC_ANALYSIS_MASSES_PERCENTAGE_EFFECTIVE_MODAL_MASSES
+UNIT.DYNAMIC_ANALYSIS_MASSES_ROTATIONAL_PARTICIPATION_FACTORS
+UNIT.DYNAMIC_ANALYSIS_MASSES_MODAL_MASS_FACTORS
+
+//CATEGORY_CRANEWAY_DESIGN
+//SUBCATEGORY_CRANEWAY_DESIGN_GENERAL
+UNIT.CRANEWAY_LENGTH
+UNIT.CRANEWAY_DESIGN_RATIOS
+function input_data()
+{
+ category("Parameters");
+
+ // Create input integer parameter without unit
+ parameter_int("Frame count", "n", "", 4, UNIT.NONE, 1, 1, 100, false, false);
+
+ // Create input float parameter with Length unit
+ parameter_float("Frame spacing", "d" , "", 4.000, UNIT.LENGTH, 0.0, 1, MAXIMUM, false, false);
+}
+Multiplicity parameters and categories are rows in objects, which created by counter. +It means, if counter has value 5, then will be created 5 categories or 5 parameters, which depends on this counter.
In name of parameter or category you can write special tag , which will be changed to current number of parameter, object or category.
function input_data()
+{
+ category("Heights Multiplicity Category");
+ // Add counter, which manage multiplicity parameters
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings");
+ // Create multiplicity category
+ // "Multiplicity Group {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY);
+}
+function input_data()
+{
+ // Add counter, which manage multiplicity parameters
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+ // Add multiplicity integer parameter
+ // "Nodal Offset {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ // from key "offset" will be generated script names "offset_1", "offset_2", "offset_3" and etc.
+ parameter_int("Nodal Offset {{number}}", "offset", "", 2, UNIT.NONE, 1.0, 1.0, 50, false, false, "n");
+}
+function input_data()
+{
+ // Add counter, which manage multiplicity parameters
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+ // Add multiplicity integer parameter
+ // "Nodal Offset {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ // from key "offset" will be generated script names "offset_1", "offset_2", "offset_3" and etc.
+ parameter_float("Nodal Offset {{number}}", "offset", "", 2, UNIT.LENGTH, 1.0, 1.0, 50, false, false, "n");
+}
+function input_data()
+{
+ category("Heights Multiplicity Category");
+ // Add counter, which manage multiplicity parameters
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings");
+
+ // Create multiplicity category
+ // "Multiplicity Group {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY);
+
+ // Add object input multiplicity field
+ // 1 - start script id of objects
+ // "Section {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ section(1, "Section {{number}}", "n");
+}
+When added two multiplicity object input fields, need to control collision of maximum created objects. +For example, if add two fields of section, need to set maximum of counter.
function input_data()
+{
+ category("Heights Multiplicity Category");
+ // Add counter, which manage multiplicity parameters with maximum 10
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings");
+
+ // Create multiplicity category
+ // "Multiplicity Group {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY);
+
+ // Add first object input multiplicity field
+ // 1 - start script id of objects, maximum id will be 10
+ // "Section {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ section(1, "Section {{number}}", "n");
+
+ // Add second object input multiplicity field
+ // 15 - start script id of objects, maximum id will be 24
+ // "Section {{number}}" - title with {{number}} tag
+ // "n" - name of counter, last argument
+ section(15, "Section {{number}}", "n");
+}
+Not used in multiplicity
function input_data()
+{
+ // Add category with counter for multiplicity categories and parameters
+ category("Heights Multiplicity Category");
+ // Add counter parameter for multiplicity categories and parameters
+ parameter_int("Multiplicity Counter", "n", "", 2, UNIT.NONE, 1, 1, 10, true, true);
+ // Add multiplicity parameter, which depends on "n" counter (last argument)
+ parameter_float("Height {{number}}", "z", "", 0, UNIT.LENGTH, 0.0, 1.0, 50, true, true, "n");
+
+ // Add category, which contains multiplicity categories and parameters
+ var MEMBER_SETTINGS_CATEGORY = category("Members settings");
+ // Add multiplicity category, which depends on "n" counter
+ category("Multiplicity Group {{number}}", "n", MEMBER_SETTINGS_CATEGORY);
+ // Add multiplicity float parameter, which depends on "n" counter
+ parameter_float("Nodal Offset {{number}}", "offset", "", 2, UNIT.LENGTH, 1.0, 1.0, 50, false, false, "n");
+ // Add multiplicity section, which depends on "n" counter
+ section(1, "Section {{number}}", "n");
+
+ // Add loading category
+ var LOADING_CATEGORY = loading_category("Loading");
+ // Add check for enabling loads
+ parameter_check("Loads", "loads_checkbox", true);
+ // Add load category
+ category("Loads", false, LOADING_CATEGORY);
+ // which enable by condition
+ condition("loads_checkbox == true");
+ // Add counter "loads_n", which manage loads multiplicity parameters
+ parameter_int("Load cases counter", "loads_n", "", 1, UNIT.NONE, 1, 1, 3, true, true);
+ // Add multiplicity load cases, which depends on "loads_n" counter
+ load_case(1, "Load case {{number}}", "loads_n");
+
+ // Add category, with multiplicity magnitudes
+ category("Load magnitudes", false, LOADING_CATEGORY);
+ // which enable by condition
+ condition("loads_checkbox == true");
+ Add multiplicity float parameter, which depends on "loads_n" counter
+ parameter_float("Magnitude {{number}}", "m", "", 1000, UNIT.LOADS_FORCE, 1000, 1, NAN, true, false, "loads_n");
+}
+
+function generate()
+{
+ // Create nodes
+ var nodes_count = n + 1;
+
+ for (var i = 0; i < nodes_count; ++i)
+ {
+ var node = Node(i);
+ if (i == 0)
+ {
+ node.coordinate_1 = 0.0;
+ node.coordinate_2 = 0.0;
+ node.coordinate_3 = 0.0;
+ }
+ else
+ {
+ // multiplicity names will be generated by following logic:
+ // from base name "offset" will be generated names "offset_1", "offset_2", "offset_3" and etc.
+ var x = nodes[i - 1].coordinate_1 + multiplicity["offset_" + i]; // get existing object by multiplicity
+
+ // from base name "z" will be generated names "z_1", "z_2", "z_3" and etc.
+ var z = multiplicity["z_" + i] * (-1); // get existing object by multiplicity
+
+ node.coordinate_1 = x;
+ node.coordinate_2 = 0.0;
+ node.coordinate_3 = z;
+ }
+ }
+
+ var members_count = 0;
+ for (var i = 1; i < nodes_count; ++i)
+ {
+ var member = Member(i, [i - 1, i]);
+ // multiplicity sections will be generated from id, which was set in input_data function
+ member.section_start = sections[i];
+ ++members_count;
+ }
+
+ for (var i = 1; i < loads_n + 1; ++i)
+ {
+ // multiplicity load cases will be generated from id, which was set in input_data function
+ var load_case = load_cases[i];
+ if (load_case)
+ {
+ var member_load = MemberLoad(i, load_case);
+
+ // from base name "m" will be generated names "m_1", "m_2", "m_3" and etc.
+ member_load.magnitude = multiplicity["m_" + i]; // get existing object by multiplicity
+
+ var members_to_load = [];
+
+ for (var j = 1; j < members_count + 1; ++j)
+ {
+ members_to_load.push(members[j]);
+ }
+
+ member_load.members = members_to_load;
+ }
+ }
+}
+Constants, which can be used in block scripting.
USER_ID_MIN = 1;
+USER_ID_MAX = 1000000;
+MAXIMUM = 2.14748e+9;
+NAN = "nan"
+Structures in RFEM 6 can be saved as blocks and reused in other RFEM files. The advantage of dynamic blocks with respect to non-dynamic blocks is that they allow interactive modifications of the structural parameters as a result of modified input variables. One example is the possibility to add structural elements by changing only the number of bays as an input variable. This article will demonstrate the aforementioned possibility for dynamic blocks that are created by scripting.
In theory, a web service can be created with any programming language. In this article, the programming environment is JavaScript. As a matter of fact, scripting can be used to define the topology of the structure, the load cases, and the loads. To create script files, it is enough to have an editor such as the one used in this article (Notepad ++).
In the JavaScript file provided in this example, the input parameters are defined with the input_data() function. These parameters can be assigned in different categories (basic data, geometry, supports, sections, etc.). In terms of basic data, parameter "n" is defined as the type "integer" (using the parameter_int() function) in order to allow dynamic generation of the number of bays. In the “Geometry” category, on the other hand, the parameter_float() function is used for the creation of the frame span (a), the height of the column (H_1), the height of the roof (H_2), and the bay length (L). As can be seen in Image 1, parameter “L” (Bay length) is created dynamically by the multiplicity counter kn, which was defined earlier.
Next, the variables defined as input data can be employed by the generate() function to generate the block; that is, to create nodes and members, assign supports to nodes, create coordinate systems, and create dimensions. This is shown in Image 2, and it can be further explored in the script provided at the end of the article.
It is to be noted that all available objects and attributes can be found in the Console (View → Console). As Image 3 shows, the objects and their properties can be displayed through the icon indicated in the image.
Although not used in this example, the global_parameters() function can also be adopted in the script. This function serves to parameterize the block, as discussed in the Knowledge Base article Parameterized Models as Blocks in RFEM 6.
The block created in this manner can be saved as discussed in the Knowledge Base article Saving Models as Blocks in RFEM 6 (File → Save as Block). However, the difference now is that the JavaScript file has to be imported in the Save as Block window (Image 4).
Once the block has been saved, it can be imported easily into any RFEM 6 file. For this purpose, it is necessary to open Dlubal Center | Blocks and select the block from the relevant category. Prior to being inserted, the block can be modified in the Edit Blocks window. For dynamic blocks created by scripting, the input parameters can be modified in the Structure tab of this window.
As mentioned above, the advantage of dynamic blocks is the possibility to introduce modifications by changing the input variables. Thus, given the manner in which the number of bays (n) and the bay length (L) have been defined in the script, the latter will change automatically when the former are changed. In this example, the predefined number of bays is three and, therefore, three bay lengths are listed as parameters (Image 5). However, the variable “n” can be easily changed into any other number (for example, five), and the structure will be modified accordingly (Image 6).
Dynamic blocks in RFEM 6 can be created easily by scripting. To create script files, it is sufficient to have a script editor. At this point, parameters can be created dynamically in the script, thus allowing interactive modification of the block afterwards.
The blocks created in this manner can be saved by importing the JavaScript file in the “Save as Block” window. Once available in Dlubal Center | Blocks, they can be imported easily into any RFEM 6 file. Since the blocks are dynamic, interactive modifications of structural parameters as a result of modified input variables are possible each time the blocks are used in an RFEM file.
NOTE 💡
Originaly published as knowledge base article (opens new window)
Dlubal Dev Docs For more details click here (opens new window)
Dlubal Dev Docs For more details click here (opens new window)
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Aluminum Design Serviceability Limit State Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Aluminum Design Ultimate Limit State Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Initialize Your Model + + Basic Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Line Tag
nodes_no (str) – Nodes Defining Line
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (list) – Node Tags Defining Arc; [first_node, second_node]
control_point (list) – Control Point for Arc in [X, Y, Z]
alpha_adjustment_target (enum) – Line Arc Alpha Adjustment Target Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
center_of_circle (list) – Cartesian Co-Ordinates of Circle Centre [X, Y, Z]
circle_radius (float) – Magnitude of Circle Radius
point_of_normal_to_circle_plane (list) – Vector from Circle Centre to this Point [X, Y, Z] defines Vector Normal to Circle Plane
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
lines_no (str) – Numbers of Lines to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (list) – Node Tags on Line of Ellipse
ellipse_control_point (list) – Ellipse Control Point [X, Y, Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
p1_control_point (list) – Control Point 1 [X, Y, Z]
p2_control_point (list) – Control Point 2 [X, Y, Z]
p3_control_point (list) – Control Point 3 [X, Y, Z]
arc_angle_alpha (float) – Alpha Arc Angle (in Radians)
arc_angle_beta (float) – Beta Arc Angle (in Radians)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (str) – Nodes creating the curve. By default these are taken as control points.
control_points (list of lists, optional) – Nested List of Respective Control Point’s Cartesian Co-Ordinates
control_points = [[start_point_x, start_point_y, start_point_z], [control_point_x, control_point_y, control_point_z],...., [end_point_x, end_point_y, end_point_z]]
weights (list, optional) – Control points weights e.g. [1,1,1] (Length of list must be same as length of list of control_points)
order (int, optional) – Nurbs order (for nurbs order must define control_points)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (list) – Node Tags on Line of Parabola
parabola_control_point (list) – Parabola Control Point [X, Y, Z]
parabola_alpha (float) – Alpha Angle (in Radians)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (str) – Nodes Defining Polyline
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Tag
nodes_no (str) – Node Tags on Line of Spline
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Line Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Set Tag
lines_no (str) – Numbers of Lines Contained Within Line Set
line_set_type (enum) – Line Set Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Set Tag
lines_no (str) – Numbers of Lines Contained Within Continuous Line Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
lines_no (str) – Numbers of Line Sets to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Set Tag
lines_no (str) – Numbers of Lines Contained Within Group of Lines Line Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - LineSet Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Material Tag
name (str) – Name of Desired Material (As Named in RFEM Database)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
materials_no (str) – Numbers of Materials to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Material Tag
name (str) – Uder Defined Material Name
material_type (enum) – Material Type Enumeration
material_model (enum) – Material Model Enumeration
elasticity_modulus (float) – Elasticity Modulus
elasticity_modulus_x (float) – X-Direction Elasticity Modulus
elasticity_modulus_y (float) – Y-Direction Elasticity Modulus
elasticity_modulus_z (float) – Z-Direction Elasticity Modulus
shear_modulus (float) – Shear Modulus
shear_modulus_yz (float) – YZ-Direction Shear Modulus
shear_modulus_xz (float) – XZ-Direction Shear Modulus
shear_modulus_xy (float) – XY-Direction Shear Modulus
poisson_ratio (float) – Poisson Ratio
poisson_ratio_yz (float) – YZ-Direction Poisson Ratio
poisson_ratio_xz (float) – XZ-Direction Poisson Ratio
poisson_ratio_xy (float) – XY-Direction Poisson Ratio
poisson_ratio_zy (float) – ZY-Direction Poisson Ratio
poisson_ratio_zx (float) – ZX-Direction Poisson Ratio
poisson_ratio_yx (float) – YX-Direction Poisson Ratio
poisson_ratio_editable_group_type (enum) – Poisson Ratio Editable Group Type Enumeration
mass_density (float) – Mass Density
thermal_expansion_coefficient (float) – Thermal Expansion Coefficient
thermal_expansion_coefficient_x (float) – X-Direction Thermal Expansion Coefficient
thermal_expansion_coefficient_y (float) – Y-Direction Thermal Expansion Coefficient
thermal_expansion_coefficient_z (float) – Z-Direction Thermal Expansion Coefficient
definition_type (enum) – Material Definition Type Enumeration
stiffness_modification_type (enum) – Material Stiffness Modification Type Enumeration
division_multiplication_factor (float) – Division Multiplication Factor
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Material Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_angle (float) – Member Rotation Angle
start_section_no (int) – Tag of Start Section
end_section_no (int) – Tag of End Section
start_member_hinge_no (int) – Tag of Start Member Hinge
end_member_hinge_no (int) – Tag of End Member Hinge
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
section_distribution_type (enum) – Section Distribution Type Enumeration
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR:
+distribution_parameters = [section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative,section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_SADDLE:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_BOTH_SIDES:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative,section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters; 1 or 2 params
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
start_section_no (int) – Tag of Start Section
end_section_no (int) – End of End Section
distribution_parameters (list) – Distribution Parameters
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'support':, 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
definable_stiffness (int) – Definable Stiffness Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
members_no (str) – Numbers of Members to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
section_distribution_type (enum) – Section Distribution Type Enumeration
rotation_specification_type (enum) – Rotation Specification Type Enumeration
result_beam_integrate_stresses_and_forces (enum) – Member Result Beam Integration Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
start_section_no (int) – Tag of Start Section
end_section_no (int) – Tag of End Section
distribution_parameters (list) – Distribution Parameters
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR:
+distribution_parameters = [section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES: +distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative, section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_SADDLE:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_BOTH_SIDES:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative, section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER: +distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
integration_parameters (list) – Integration Parameters
- for result_beam_integrate_stresses_and_forces.name == “INTEGRATE_WITHIN_CUBOID_QUADRATIC”:
+integration_parameters = [result_beam_y_z]
- for result_beam_integrate_stresses_and_forces.name == “INTEGRATE_WITHIN_CUBOID_GENERAL”:
+integration_parameters = [result_beam_y_plus, result_beam_z_plus, result_beam_y_minus, result_beam_z_minus]
- for result_beam_integrate_stresses_and_forces.name == “INTEGRATE_WITHIN_CYLINDER”:
+integration_parameters = [result_beam_radius]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'member_result_intermediate_point' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
section_distribution_type (enum) – Section Distribution Type Enuemration
start_section_no (int) – Tag of Start Section
end_section_no (int) – Tag of End Section
rib_surfaces_no (list) – Surfaces Tags Assigned to Rib
rib_alignment (enum) – Rib Alignment Enumeration
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'support':, 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'support':, 'member_nonlinearity': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
line (int, optional) – Assigned Line
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Member Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Member Set
member_set_type (enum) – Member Set Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Continuous Member Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
members_no (str) – Numbers of Members Sets to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Group of Members Member Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - MemberSet Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
coordinate_X (float) – X-Coordinate
coordinate_Y (float) – Y-Coordinate
coordinate_Z (float) – Z-Coordinate
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
start_node_no (int) – Start Node
end_node_no (int) – End Node
node_reference (enum) – Node Reference Enumeration
length_between_i_and_j (float) – Length between 2 Nodes
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
offset_y (float) – Offset in Y-Direction
offset_z (float) – Offset in Z-Direction
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
start_point_x (float) – Start Point in X-Coordinate
start_point_y (float) – Start Point in Y-Coordinate
start_point_z (float) – Start Point in Z-Coordinate
end_point_x (float) – End Point in X-Coordinate
end_point_y (float) – End Point in Y-Coordinate
end_point_z (float) – End Point in Z-Coordinate
node_reference (enum) – Node Reference Enumeration
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
offset_y (float) – Offset in Y-Direction
offset_z (float) – Offset in Z-Direction
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
nodes_no (str) – Numbers of Nodes to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
line_number (int) – Line Tag
node_reference (enum) – Node Reference Enumeration
length_between_i_and_j (float) – Length between 2 Nodes
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
member_number (int) – Member Tag
node_reference (enum) – Node Reference Enumeration
length_between_i_and_j (float) – Length between 2 Nodes
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Node Tag
coordinate_system (list) – Coordinate System
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_CARTESIAN; +coordinate_system = [X, Y, Z]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_X_CYLINDRICAL; +coordinate_system = [X, R, θ]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_Y_CYLINDRICAL; +coordinate_system = [R, Ύ, θ]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_Z_CYLINDRICAL; +coordinate_system = [R, θ, Z]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_POLAR: +coordinate_system = [R, θ, φ]
coordinate_system_type (enum) – Coordinate System Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Node Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Opening Tag
lines_no (str) – Numbers of Lines defining Opening
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
openings_no (str) – Numbers of Openings to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Opening Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Section Tag
name (str) – Name of Desired Section (As Named in RFEM Database)
material_no (int) – Tag of Material assigned to Section
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
sections_no (str) – Numbers of Sections to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Section Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Tag
boundary_surfaces_no (str) – Numbers of Surfaces defining Solid
material_no (int) – Tag of Material assigned to Solid
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Tag
boundary_surfaces_no (str) – Numbers of Surfaces defining Contact
material_no (int) – Tag of Material assigned to Solid
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
solids_no (str) – Numbers of Solids to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Tag
boundary_surfaces_no (str) – Numbers of Surfaces defining Gas
material_no (int) – Tag of Material assigned to Solid
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Tag
boundary_surfaces_no (str) – Numbers of Surfaces defining Soil
material_no (int) – Tag of Material assigned to Solid
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Tag
boundary_surfaces_no (str) – Numbers of Surfaces defining Solid
material_no (int) – Tag of Material assigned to Solid
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Solid Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Set Tag
solids_no (str) – Numbers of Solids Contained Within Solid Set
solid_set_type (enum) – Solid Set Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Set Tag
solids_no (str) – Numbers of Solids Contained Within Continuous Solid Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
solids_no (str) – Numbers of Solid Sets to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Solid Set Tag
solids_no (str) – Numbers of Solids Contained Within Group of Solids Solid Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - SolidSet Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
surface_type (enum) – Surface Type Enumeration
boundary_lines_no (str) – Numbers of Lines defining Standard Surface
geometry_type (enum) – Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
- for geometry_type == SurfaceGeometry.GEOMETRY_ROTATED:
+geometry_type_parameters = [rotated_angle_of_rotation, [rotated_point_p_x, rotated_point_p_y, rotated_point_p_z], [rotated_point_r_x, rotated_point_r_y, rotated_point_r_z], rotated_boundary_line]
thickness (int) – Tag of Thickness assigned to Standard Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
boundary_lines_no (str) – Numbers of Lines defining Surface
thickness (int) – Tag of Thickness assigned to Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
surfaces_no (str) – Numbers of Surfaces to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
boundary_lines_no (str) – Numbers of Lines defining Load Distribution Surface
load_transfer_direction (enum) – Surface Load Transfer Direction Enumeration
surface_weight_enabled (bool) – Activate/De-Activate Surface Weight
surface_weight (float) – Magnitude of Surface Weight
excluded_members (str) – Tag of Members to be excluded from Load Distribution
excluded_parallel_to_members (str) – Tag of Members to which parallel Members are excluded from Load Distribution
excluded_lines (str) – Tag of Lines to be excluded from Load Distribution
excluded_parallel_to_lines (str) – Tag of Lines to which parallel Lines are excluded from Load Distribution
loaded_members (str) – Tag of Loaded Members
loaded_lines (str) – Tag of Loaded Lines
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
geometry_type (enum) – Surface Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
boundary_lines_no (str) – Numbers of Lines defining Membrane Surface
thickness (int) – Tag of Thickness assigned to Membrane Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
geometry_type (enum) – Surface Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
boundary_lines_no (str) – Numbers of Lines defining Rigid Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
geometry_type (enum) – Surface Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
boundary_lines_no (str) – Numbers of Lines defining Standard Surface
thickness (int) – Tag of Thickness assigned to Standard Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
geometry_type (enum) – Surface Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
boundary_lines_no (str) – Numbers of Lines defining Without Membrane Tension Surface
thickness (int) – Tag of Thickness assigned to Without Membrane Tension Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Tag
geometry_type (enum) – Surface Geometry Type Enumeration
geometry_type_parameters (list) – Geometry Type Parameters
- for geometry_type == SurfaceGeometry.GEOMETRY_NURBS:
+geometry_type_parameters = [nurbs_control_point_count_in_direction_u, nurbs_control_point_count_in_direction_v, nurbs_order_in_direction_u, nurbs_order_in_direction_v]
- for geometry_type == SurfaceGeometry.GEOMETRY_PLANE:
+geometry_type_parameters = None
- for geometry_type == SurfaceGeometry.GEOMETRY_QUADRANGLE:
+geometry_type_parameters = [quadrangle_corner_node_1, quadrangle_corner_node_2, quadrangle_corner_node_3, quadrangle_corner_node_4]
boundary_lines_no (str) – Numbers of Lines defining Without Thickness Surface
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Surface Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surfaces Set Tag
surfaces_no (str) – Numbers of Surfaces Contained Within Surface Set
surfaces_set_type (enum) – Surface Set Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surfaces Set Tag
surfaces_no (str) – Numbers of Surfaces Contained Within Continuous Surface Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
surfaces_no (str) – Numbers of Surface Sets to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surfaces Set Tag
surfaces_no (str) – Numbers of Surfaces Contained Within Group of Surfaces Surface Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - SurfaceSet Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
uniform_thickness_d (float) – Magnitude of Thickness
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
thickness_no (str) – Numbers of Thickness to be deleted
model (RFEM Class, optional) - Model to be edited
--> NOTE: Available only for Special Solution Add-on Multilayer Surfaces.
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
layers (list of lists) - Layers Table as an Array. Angle of the material will be set if material model is orthotropic.
layers = [[thickness_type, material, thickness, angle], ...]
stiffness_reduction (bool, optional) – Enable/disable Stiffness Reduction
stiffness_modification (list of lists, optional) – Stiffness Modification Table (Entries K33, K44, K55, K88 with notes, respectivly)
stiffness_modification = [[K33, K33 notes], ...]
specify_integration (bool, optional) – Enable/disable Specify Integration
integration_type (enum) – Specify which Integration should be used
clt_options (list of lists, optional) – List that allows to set options for CLT
clt_options = [[False, 100, 100], [False, 0, 0]]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
orthotropy_type (enum) – Thickness Orthotropy Type
rotation_beta (float) – Rotation
consideration_of_self_weight (list) – Consideration of Self-Weight Parameters
- for consideration_of_self_weight == ‘parameter defined’
+consideration_of_self_weight = [ThicknessShapeOrthotropySelfWeightDefinitionType.SELF_WEIGHT_COMPUTED_FROM_PARAMETERS, fictitious_thickness]
- for consideration_of_self_weight == ‘user-defined fictitious thickness’
+consideration_of_self_weight = [ThicknessShapeOrthotropySelfWeightDefinitionType.SELF_WEIGHT_DEFINED_VIA_FICTITIOUS_THICKNESS, fictitious_thickness]
- for consideration_of_self_weight == ‘user-defined’
+consideration_of_self_weight = [ThicknessShapeOrthotropySelfWeightDefinitionType.SELF_WEIGHT_DEFINED_VIA_WEIGHT, self_weight]
parameters (list) – Parameters List of chosen Orthotropy Type
- for orthotropy_type == ThicknessOrthotropyType.EFFECTIVE_THICKNESS:
+parameters = [effective_thickness_x, effective_thickness_y]
- for orthotropy_type == ThicknessOrthotropyType.COUPLING:
+parameters = [coupling_thickness, coupling_spacing, coupling_width]
- for orthotropy_type == ThicknessOrthotropyType.UNIDIRECTIONAL_RIBBED_PLATE:
+parameters = [slab_thickness, rib_height, rib_spacing, rib_width]
- for orthotropy_type == ThicknessOrthotropyType.BIDIRECTIONAL_RIBBED_PLATE:
+parameters = [slab_thickness, rib_height_x, rib_height_y, rib_spacing_x, rib_spacing_y, rib_width_x, rib_width_y]
- for orthotropy_type == ThicknessOrthotropyType.TRAPEZOIDAL_SHEET:
+parameters = [sheet_thickness, total_profile_height, rib_spacing, top_flange_width, bottom_flange_width]
- for orthotropy_type == ThicknessOrthotropyType.HOLLOW_CORE_SLAB:
+parameters = [slab_thickness, void_spacing, void_diameter]
- for orthotropy_type == ThicknessOrthotropyType.GRILLAGE:
+parameters = [slab_thickness, rib_spacing_x, rib_spacing_y, rib_width_x, rib_width_y]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
rotation_beta (float) – Rotation
consideration_of_self_weight (list) – Self-Weight Consideration Parameters
- for consideration_of_self_weight == ‘fictitious thickness and bulk density’ +consideration_of_self_weight = [ThicknessStiffnessMatrixSelfWeightDefinitionType.SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_BULK_DENSITY, fictitious_thickness, stiffness_matrix_bulk_density]
- for consideration_of_self_weight == ‘fictitious thickness and area density’ +consideration_of_self_weight = [ThicknessStiffnessMatrixSelfWeightDefinitionType.SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_AREA_DENSITY, stiffness_matrix_bulk_density, stiffness_matrix_area_density]
- for consideration_of_self_weight == ‘bulk density and area density’ +consideration_of_self_weight = [ThicknessStiffnessMatrixSelfWeightDefinitionType.SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_BULK_DENSITY_AND_AREA_DENSITY, fictitious_thickness, stiffness_matrix_area_density]
coefficient_of_thermal_expansion (float) – Coefficient of Thermal Expansion
stiffness_matrix (list) – Nested List of Stiffness Matrix Entries (See Below)
- Element entry overview : [
+[Bending/Torsional Stiffness Elements (Nm)],
+[Shear Stiffness Elements (N/m)],
+[Membrane Stiffness Elements (N/m)],
+[Eccentric Stiffness Elements (Nm/m)]
+]
- Detailed element entry
+[[D44, D45, D55],
+[D66, D67, D68, D77, D78, D88],
+[D16, D17, D18, D27, D28, D38]]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
properties (list) – Magnitude of Thickness [Thickness]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
properties (list) – Properties for 2 Nodes and Direction Variable Thickness Definition +properties = [thickness_d1, node_no_1, thickness_d2, node_no_2, direction]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
properties (list) – Properties for 3 Nodes Variable Thickness Definition
- properties = [thickness_d1, node_no_1, thickness_d2, node_no_2, thickness_d3, node_no_3]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
properties (list) – Properties for 4 Surface Corners Variable Definition
- properties = [thickness_d1, node_no_1, thickness_d2, node_no_2, thickness_d3, node_no_3, thickness_d4, node_no_4]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Thickness Tag
name (str) – Thickness Name
material_no (int) – Tag of Material assigned to Thickness
properties (list) – Properties for Circular Thickness Definition
- properties = [thickness_circle_center_dC, thickness_circle_line_dR]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Thickness Index
model (RFEM Class, optional) - Model to be edited
+ ← + + Aluminum Design + + Concrete Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Configuration Tag
name (str) – User Defined Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
surfaces (str) – Assigned Surfaces
surface_sets (str) – Assigned Surface Sets
nodes (str) – Assigned Nodes
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Configuration Tag
name (str) – User Defined Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
surfaces (str) – Assigned Surfaces
surface_sets (str) – Assigned Surface Sets
nodes (str) – Assigned Nodes
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Basic Objects + + Dynamic Loads + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Response Spectrum Tag
name (str) – User Defined Name
constant_period_step (float) – Enables Constant Period Step
sort_table (bool) – Sort Table Option
user_defined_spectrum (list of lists) – User Defined Spectrum
user_defined_spectrum = [[period, acceleration], [period, acceleration], ...]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Response Spectrum Tag
name (str) – User Defined Name
constant_period_step (float) – Enables Constant Period Step
sort_table (bool) – Sort Table Option
user_defined_spectrum (list of lists) – User Defined Spectrum
user_defined_spectrum = [[period, acceleration], [period, acceleration], ...]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Concrete Design + + Guide Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Coordinate System Tag
origin_coordinate_x (float) – X-Coordinate
origin_coordinate_y (float) – Y-Coordinate
origin_coordinate_z (float) – Z-Coordinate
name (str, optional) – User Defined Coordinate System Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Coordinate System Tag
origin_coordinate_x (float) – X-Coordinate
origin_coordinate_y (float) – Y-Coordinate
origin_coordinate_z (float) – Z-Coordinate
name (str, optional) – User Defined Coordinate System Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Coordinate System Tag
origin_coordinate_x (float) – Origin Point X-Coordinate
origin_coordinate_y (float) – Origin Point Y-Coordinate
origin_coordinate_z (float) – Origin Point Z-Coordinate
u_axis_point_coordinate_x (float) – Point on +U-Axis - 1st point X-Coordinate
u_axis_point_coordinate_y (float) – Point on +U-Axis - 1st point Y-Coordinate
u_axis_point_coordinate_z (float) – Point on +U-Axis - 1st point Z-Coordinate
uw_plane_point_coordinate_x (float) – Point in +UW-Plane - 2nd Point X-Coordinate
uw_plane_point_coordinate_y (float) – Point in +UW-Plane - 2nd Point Y-Coordinate
uw_plane_point_coordinate_z (float) – Point in +UW-Plane - 2nd Point Z-Coordinate
name (str, optional) – User Defined Coordinate System Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Coordinate System Tag
origin_coordinate_x (float) – Origin Point X-Coordinate
origin_coordinate_y (float) – Origin Point Y-Coordinate
origin_coordinate_z (float) – Origin Point Z-Coordinate
u_axis_point_coordinate_x (float) – Point on +U-Axis - 1st point X-Coordinate
u_axis_point_coordinate_y (float) – Point on +U-Axis - 1st point Y-Coordinate
u_axis_point_coordinate_z (float) – Point on +U-Axis - 1st point Z-Coordinate
uw_plane_angle (float) – Rotation About U-Axis
name (str, optional) – User Defined Coordinate System Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Coordinate System Tag
origin_coordinate_x (float) – Origin Point X-Coordinate
origin_coordinate_y (float) – Origin Point Y-Coordinate
origin_coordinate_z (float) – Origin Point Z-Coordinate
rotation_angles_sequence (enum) – Coordinate System Rotation Angles Sequence Enumeration
rotation_angle_1 (float) – Rotation about X Axes
rotation_angle_2 (float) – Rotation about Y Axes
rotation_angle_3 (float) – Rotation about Z Axes
name (str, optional) – User Defined Coordinate System Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
object_index (int) – Coordinate System Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Note Tag
text (str) – Note Text
type (enum) – Note Type Enumeration
parameter (int/list) – Note Type Parameter
- for type == NoteType.NOTE_TYPE_POINT:
+parameter = [point_coordinate_x, point_coordinate_y, point_coordinate_z]
- for type == NoteType.NOTE_TYPE_NODE:
+parameter = node number
- for type == NoteType.NOTE_TYPE_LINE:
+parameter = [line number, note_member_reference_type enumeration, member_distance_is_defined_as_relative(bool), member_distance_relative/absolute] (if relative is true than value must be between 0.0 and 1.0)
- for type == NoteType.NOTE_TYPE_MEMBER:
+parameter = [member number, note_member_reference_type enumeration, member_distance_is_defined_as_relative(bool), member_distance_relative/absolute] (if relative is true than value must be between 0.0 and 1.0)
- for type == NoteType.NOTE_TYPE_SURFACE:
+parameter = [surface number, note_surface_reference_type enumeration, surface_first_coordinate, surface_second_coordinate]
offset_para (list) – Offset Parameter
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XYZ:
+offset_para = [offset_coordinate_x, offset_coordinate_y, offset_coordinate_z]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XY:
+offset_para = [offset_coordinate_x, offset_coordinate_y]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XZ:
+offset_para = [offset_coordinate_x, offset_coordinate_z]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_YZ:
+offset_para = [offset_coordinate_y, offset_coordinate_z]
rotation (float) – Note Display Rotation
display_style (int) – Note Display Style Tag (Value must be from 0 to 4)
name (str) – User Defined Name
show_comment (bool) – Enable/disable Show Comment
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Dynamic Loads + + Imperfections + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
type (enum) – Type
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to load case
assigned_to_load_combinations (str, optional) – Assigned to load combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all load combinations without assigned imperfection case
imperfection_cases (list) – Imperfection cases items
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Imperfection Case Initial Sway via Table
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool, optional) – Assign to all Load Combinations without assigned Imperfection Case
direction (enum) – Imperfection Case Direction Enumeration
direction_for_level_direction (enum) – Direction For Level Direction Enumeration
coordinate_system (int) – Coordinate system
sway_coefficients_reciprocal (bool) – Sway Coefficient as reciprocal of 1
level_imperfections (list) – Level Imperfections
active (bool, optional) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Imperfection Case Local Imperfections
Parameters
no (int, optional) – Imperfection Case Tag
assigned_to_load_combinations (str, optional) – Assigned Load Combinations
assigned_to_load_cases (str, optional) – Assigned Load Cases
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
load_case_for_notional_loads (int) – Load Case for notional Loads
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Static Deformation Type
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to load case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
direction (enum) – Imperfection Case Direction Enumeration
coordinate_system (int) – Coordinate System
source (enum) – Imperfection Case Source Type Enumeration
imperfection_shape_from (int) – Imperfection Shape From
imperfection_magnitude (float) – Imperfection Magnitude
magnitude_assignment_type (enum) – Imperfection Case Assignment Type Enumeration
reference_node (int) – Reference Node
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Member Imperfection
An imperfection case must be created before.
Parameters
no (int) – Member Imperfection Tag
imperfection_case (int) – Imperfection Case Number
members (str) – Assigned to Members
imperfection_type (enum) – IMember Imperfection Type Enumeration
definition_type (enum) – Member Imperfection Definition Type Enumeration
imperfection_direction (enum) – Imperfection Direction Enumeration
parameters (list) – Parameters depending on Imperfection and Definition type
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Member Imperfection
An imperfection case must be created before.
Parameters
no (int) – Member Set Imperfection Tag
imperfection_case (int) – Imperfection Case Number
member_sets (str) – Assigned to Member Sets
imperfection_type (enum) – Member Imperfection Type Enumeration
definition_type (enum) – Member Imperfection Definition Type Enumeration
imperfection_direction (enum) – Imperfection Direction Enumeration
parameters (list) – Parameters depending on Imperfection and Definition type
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Guide Objects + + Load Cases and Combinations + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Combination Wizard Action
Parameters
no (int, optional) - Action Tag
action_category (enum, optional) - Action Category Type Enumeration
action_type (enum, optional) - Action Type Enumeration
action_items (list or list of lists, optional) - Action Items
- if action_type == 'ACTING_DIFFERENTLY':
+action_items = [[Load_case, acting_group], ...]
- else:
+action_items = [Load_case, Load_case, ...]
name (str, optional) - User Defined Action Name
is_active (bool, optional) - Define if active
comment (str, optional) - Comments
params (dict, optional) - Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
action_no (str) - Numbers of Actions to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Action Index
model (RFEM Class, optional) - Model to be edited
Set Action Combination Item.
Parameters
model (RFEM Class) - Model to be edited
**kwargs - Pass a keyworded, variable-length argument list. Following are all possible keywords:
action_item, operator_type, left_parenthesis, right_parenthesis, group_factor, action_factor, +action_load_type, group_load_type, action, is_leading, gamma, psi, xi, k_fi, c_esl, k_def, +psi_0, psi_1, psi_2, fi, gamma_0, alfa, k_f, phi, omega_0, gamma_l_1, k_creep, gamma_n, j_2
Usage:
aci1 = ActionCombinationItem(Model, action_item=1, operator_type=OperatorType.OPERATOR_AND.name, action_factor=1.0, action=1)
Action Combination
Attribute: Design Situation
+WARNING: Only design situations with an assigned combination wizard where a user-defined action combination is set are valid.
Parameters
no (int) – Action Combination Tag
design_situation (int) – Design Situation
action_combination_items (list) – Action Combination Items list
name (str, optional) – User Defined Action Combination Name
active (bool, optional) – Define if Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
action_combination_no (str) - Numbers of Action Combinations to be deleted
model (RFEM Class, optional) - Model to be edited
Parameters
obejct_index (int) - Action Combination Index
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Combination Wizard Tag
name (str, optional) – User-Defined Name
static_analysis_settings (int) – Assign Static Analysis Settings
stability_analysis_setting (int) – Assign Stability Analysis Setting
consider_imperfection_case (bool) – Enable/disable Imperfection Case
generate_same_CO_without_IC (bool) – Enable/disable Generate same CO without IC
initial_state_cases (list) – Assign Initial State Cases
initial_state_cases = [[case_object (int), definition_type (initial_state_definition_type enum)],... ]
structure_modification (int) – Structure Modification to be considered
user_defined_action_combinations (bool) – Enable/disable User defined Combinations
favorable_permanent_actions (bool) – Enable/diable Favourable Permanent Actions
reduce_number_of_generated_combinations (bool) – Enable/disable Reduce Number of Generated Combinations
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Result Combination Wizard Tag
name (str, optional) – User-Defined Name
stability_analysis_setting (int) – Assign Stability Analysis Settings
consider_imperfection_case (bool) – Enable/disable Imperfection Case
generate_same_CO_without_IC (bool) – Enable/disable Generate same CO without IC
user_defined_action_combinations (bool) – Enable/disable User Defined Action Combinations
favorable_permanent_actions (bool) – Enable/disable Favorable Permanent Actions
generate_subcombinations_of_type_superposition (bool) – Enable/disable Subcombinations of Type Superposition
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Design Situation Tag
design_situation_type (enum) – Design Situation Type Enumeration
active (bool) – Enable/Disable Design Situation Activity
name (str, optional) – User-Defined Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Case Tag
name (str) – Load Case Name
self_weight (list) – Self-Weight Parameters
self_weight = [self_weight_active, self_weight_factor_x, self_weight_factor_y, self_weight_factor_z]
action_category (enum) – Action Category Type Enumeration
imperfection_case (int, optional) - Assign Imperfection Case
structure_modification (int, optional) - Assign Structure Modification
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Case Tag
name (str) – Load Case Name
to_solve (bool) – Enable/Disbale Load Case Solver Status
analysis_settings_no (int) – Analysis Settings Number
action_category (enum) – Action Category Enumeration
self_weight (list) – Self-weight Considerations
- for self-weight considerations;
+self_weight = [True, self_weight_factor_x, self_weight_factor_y, self_weight_factor_z]
- for no self-weight considerations;
+self_weight = [False]
imperfection_case (int, optional) - Assign Imperfection Case
structure_modification (int, optional) - Assign Structure Modification
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
params (dict, optional) – Combination Wizard Parameters
params = {"current_standard_for_combination_wizard":, "activate_combination_wizard_and_classification":, "activate_combination_wizard":, "result_combinations_active":, "result_combinations_parentheses_active":,"result_combinations_consider_sub_results":, "combination_name_according_to_action_category":}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Combination Tag
analysis_type (enum) – Analysis Type Enumeration
design_situation (int) – Design Situation
name (str) – User defined Combination Name
static_analysis_settings (int) – Static Analysis Settings Number
consider_imperfection (bool) – Consider Imperfection Options
consider_initial_state (bool) – Consider Initial State
structure_modification (bool) – Enable/Disable Structure Modification
to_solve (bool) – Decide to solve
no (int) – Load Combination Tag
combination_items (list of list) – Combination Items
- for Combination Items;
+combination_items = [[factor, load_case, action, is_leading],...]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Setting Tag
name (str) – Setting Name
solution_method (enum) – Modal Solution Method Enumeration
mass_conversion_type (enum) – Modal Mass Conversion Type Enumeration
mass_matrix_type (enum) – Modal Mass Matrix Type Enumeration
number_of_modes (int) – Number of Modes
acting_masses (list) – Acting Masses Directions List
neglect_masses (enum) – Modal Neglect Masses Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Result Combination tag
design_situation (int) – Assign Design Situation
combination_type (enum) – Result Combination Type Enumeration
combination_items (list of lists) – Combination Items Table
combination_item[0] (int) – case_object_item
combination_item[1] (enum) – operator_type enumeration
combination_item[2] (float) – case_object_factor
combination_item[3] (enum) – case_object_load_type enumeration
combination_item[4] (bool) – left_parenthesis (if parenthesis active in LoadCaseandCombination)
combination_item[5] (bool) – right_parenthesis (if parenthesis active in LoadCaseandCombination)
combination_item[6] (float) – group_factor (if left_parenthesis is True then value else None)
combination_item[7] (enum) – group_load_type (if right_parenthesis is True then enumeration else None)
srss_combination (list, optional) – SRSS Combination. If None then False.
srss_combination – [srss_use_equivalent_linear_combination(bool), srss_extreme_value_sign(enum), srss_according_load_case_or_combination(int)]
name (str, optional) – User Defined Result Combination Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Sprectral Analysis Settings Tag
name (str) – Sprectral Analysis Settings Name
periodic_combination (enum) – Periodic Combination Rule Enumeration
directional_combination (enum) – Directional Component Combination Rule Enumeration
equivalent_linear_combination (bool) – Equivalent Linear Combination Boolean
save_mode_results (bool) – Save Mode Results Boolean
signed_dominant_mode_results (bool) – Signed Dominant Mode Results Boolean
directional_component_scale_value (float) – Directional Component Scale Value
damping_for_cqc_rule (enum) – Cqs Damping Rule Enumeration
constant_d_for_each_mode (float) – Constant d for Each Mode
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str) – Stability Analysis Setting Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
number_of_lowest_eigenvalues (int) – Number of Lowest Eigenvalues
considered_favored_effect (bool) – Considered Favored Effect
critical_load_factor (int, optional) – Critical Load Factor
- for find_eigenvectors_beyond_critical_load_factor == False:
+critical_load_factor = None
- for find_eigenvectors_beyond_critical_load_factor == True:
+critical_load_factor = int
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain is not None
- for no minimum initial strain application:
+minimum_initial_strain == 0 or minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
eigenvalue_method (enum) – StabilityAnalysisSettings Eigenvalue Method Enumeration
matrix_type (enum) – StabilityAnalysisSettings Matrix Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
number_of_lowest_eigenvalues (int) – Number of Lowest Eigenvalues
considered_favored_effect (bool) – Considered Favored Effect
critical_load_factor (int, optional) – Critical Load Factor
- for find_eigenvectors_beyond_critical_load_factor == False:
+critical_load_factor = None
- for find_eigenvectors_beyond_critical_load_factor == True:
+critical_load_factor = int
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain is not None
- for no minimum initial strain application:
+minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
incrementally_increasing_loading (list) – Incrementally Increasing Loading
incrementally_increasing_loading = [initial_load_factor, load_factor_increment, refinement_of_the_last_load_increment, maximum_number_of_load_increments]
stopping_of_load_increasing (list, optional) – Stopping of Load Increasing
- for stopping of load increasing deactivated:
+stopping_of_load_increasing = None
- for result u:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U, limit_result_displacement, limit_node]
- for result uX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_X, limit_result_displacement, limit_node]
- for result uY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Y, limit_result_displacement, limit_node]
- for result uZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Z, limit_result_displacement, limit_node]
- for result phi:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI, limit_result_rotation, limit_node]
- for result phiX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_X, limit_result_rotation, limit_node]
- for result phiY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Y, limit_result_rotation, limit_node]
- for result phiZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Z, limit_result_rotation, limit_node]
save_results_of_all_increments (bool, optional) – Save Results of All Increments
eigenvalue_method (enum) – StabilityAnalysisSettings Eigenvalue Method Enumeration
matrix_type (enum) – StabilityAnalysisSettings Matrix Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain is not None
- for no minimum initial strain application:
+minimum_initial_strain == 0 or minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
incrementally_increasing_loading (list) – Incrementally Increasing Loading
incrementally_increasing_loading = [initial_load_factor, load_factor_increment, refinement_of_the_last_load_increment, maximum_number_of_load_increments]
stopping_of_load_increasing (list, optional) – Stopping of Load Increasing
- for stopping of load increasing deactivated:
+stopping_of_load_increasing = None
- for result u:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U, limit_result_displacement, limit_node]
- for result uX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_X, limit_result_displacement, limit_node]
- for result uY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Y, limit_result_displacement, limit_node]
- for result uZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Z, limit_result_displacement, limit_node]
- for result phi:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI, limit_result_rotation, limit_node]
- for result phiX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_X, limit_result_rotation, limit_node]
- for result phiY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Y, limit_result_rotation, limit_node]
- for result phiZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Z, limit_result_rotation, limit_node]
save_results_of_all_increments (bool, optional) – Save Results of All Increments
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str) – Static Analysis Setting Name
analysis_type (enum) – Static Analysis Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str, optional) – Static Analysis Setting Name
load_modification (list, optional) – Load Modification Parameters
load_modification = [loading_by_multiplier_factor, multiplier_factor, dividing_results]
bourdon_effect (bool, optional) – Bourdon Effect Boolean
nonsymmetric_direct_solver (bool, optional) – Nonsymmetric Direct Solver Boolean
method_of_equation_system (enum) – Static Analysis Settings Method of Equation System Enumeration
plate_bending_theory (enum) – Static Analysis Settings Plate Bending Theory Enumeration
mass_conversion (list, optional) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str, optional) – Static Analysis Setting Name
iterative_method (enum) – Static Analysis Settings Iterative Method for Non-linear Analysis Enumeration
standard_precision_and_tolerance_settings (list, optional) – Standard Precision and Tolerance Settings List
standard_precision_and_tolerance_settings = [standard_precision_and_tolerance_settings_enabled, precision_of_convergence_criteria_for_nonlinear_calculation, tolerance_for_detection_of_instability, robustness_of_iterative_calculation]
control_nonlinear_analysis (list) – Nonlinear Analysis Control Parameters
control_nonlinear_analysis = [max_number_of_iterations, number_of_load_increments]
- for iterative_method == “NEWTON_RAPHSON” or iterative_method.name == “NEWTON_RAPHSON_COMBINED_WITH_PICARD” or iterative_method.name == “PICARD” or iterative_method.name == “NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS”:
+control_nonlinear_analysis = [max_number_of_iterations = int, number_of_load_increments = int]
- for iterative_method == “DYNAMIC_RELAXATION”:
+control_nonlinear_analysis = [max_number_of_iterations = None, number_of_load_increments = None]
load_modification (list, optional) – Load Modification Parameters
load_modification = [loading_by_multiplier_factor, multiplier_factor, dividing_results]
instabil_structure_calculation (bool, optional) – Instabil Structure Calculation Boolean
bourdon_effect (bool, optional) – Bourdon Effect Boolean
nonsymmetric_direct_solver (bool, optional) – Nonsymmetric Direct Solver Boolean
method_of_equation_system (enum) – Static Analysis Settings Method of Equation System Enumeration
plate_bending_theory (enum) – Static Analysis Settings Plate Bending Theory Enumeration
mass_conversion (list, optional) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str, optional) – Static Analysis Setting Name
iterative_method (enum) – Static Analysis Settings Iterative Method for Non-linear Analysis Enumeration
standard_precision_and_tolerance_settings (list, optional) – Standard Precision and Tolerance Settings List
standard_precision_and_tolerance_settings = [standard_precision_and_tolerance_settings_enabled, precision_of_convergence_criteria_for_nonlinear_calculation, tolerance_for_detection_of_instability, robustness_of_iterative_calculation]
control_nonlinear_analysis (list) – Nonlinear Analysis Control Parameters
control_nonlinear_analysis = [max_number_of_iterations, number_of_load_increments]
load_modification (list) - Modify Loading by Multiplier Factor
load_modification = [modify_loading_by_multiplier_factor, loading_multiplier_factor, divide_results_by_loading_factor]
favorable_effect_due_to_tension_in_members (bool, optional) – Favorable Effect due to Tension In Members Boolean
bourdon_effect (bool, optional) – Bourdon Effect Boolean
nonsymmetric_direct_solver (bool, optional) – Nonsymmetric Direct Solver Boolean
internal_forces_to_deformed_structure (list, optional) – Internal Forces to Deformed Structure List
internal_forces_to_deformed_structure = [refer_internal_forces_to_deformed_structure, internal_forces_to_deformed_structure_for_moments, internal_forces_to_deformed_structure_for_normal_forces, internal_forces_to_deformed_structure_for_shear_forces]
method_of_equation_system (enum) – Static Analysis Settings Method of Equation System Enumeration
plate_bending_theory (enum) – Static Analysis Settings Plate Bending Theory Enumeration
mass_conversion (list, optional) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Wind Simulation Analysis Setting Tag
name (str) – User Defined Name
density (float) – Density
kinematic_viscosity (float) – Kinematic Viscosity
member_load_distribution (enum) – Wind Simulation Analysis Settings Member Load Distribution Enumeration
finite_volume_mesh_density (float) – Finite Volume Mesh Density
snap_to_model_edges (bool) – Enable/disable Snap to Model Edges
calculation_parameters (list) – Calculation Parameters List
calculation_parameters = [Use Potential Flow to calculate initial Condition, Use Second Order numerical Scheme, Maximum number of Iterations, Turbulence Model]
options (list) – Options List
options = [Consider Turbulence, Slip Boundary on Bottom Boundary, User Defined Dimensions of Wind Tunnel, Save Solver Data To Continue Calculation]
advanced_options (list) – Relaxation Factors
advanced_options = [Pressure Field, Velocity field, Turbulence Kinetic Energy, Turbulence dissipation Rate, Specific Turbulence Dissipation Rate, Modified Turbulence kinetic Viscosity, Turbulence Intermittency, Momentum Thickness Reynolds Number]
residual_pressure (float) – Residual Pressure
boundary_layers_value (float) – Boundary Layers Value
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Wind Simulation Analysis Setting Tag
name (str) – User Defined Name
density (float) – Density
kinematic_viscosity (float) – Kinematic Viscosity
finite_volume_mesh_density (float) – Finite Volume Mesh Density
calculation_parameters (list) – Calculation Parameters List
calculation_parameters = [Use Steady Flow Solver To Calculate Initial Condition, Maximum Number Of Iterations Of Steady Flow Solver, Turbulence Type For Initial Condition, Error Tolerance for Data Compression]
simulation_time (flaot) – Simulation Time
start_time_for_saving_transient_result (flaot) – Start Time For Saving Transient Result
turbulence_model_type (enum) – Wind Simulation Analysis Settings Turbulence Model Type Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Imperfections + + Loads + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surfaces_no (str) – Assigned Surface(s)
load_distribution (enum) – Free Circular Load Load Distribution Enumeration
load_projection (enum) – Free Load Load Projection Enumeration
load_direction (enum) – Free Circular Load Load Direction Enumeration
load_parameter (list) – Load Parameter
- for load_distribution == FreeCircularLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude_uniform, load_location_x, load_location_y, load_location_radius]
- for load_distribution == FreeCircularLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_center, magnitude_radius, load_location_x, load_location_y, load_location_radius]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surfaces_no (str) – Assigned Surface(s)
load_type (enum) – Free Concentrated Load Load Type Enumeration
load_projection (enum) – Free Load Load Projection Enumeration
load_direction (enum) – Free Concentrated Load Load Direction Enumeration
load_parameter (list) – Load Parameter List
- for load_projection == FreeLoadLoadProjection.LOAD_PROJECTION_XY_OR_UV:
+load_parameter = [magnitude, X, Y]
- for load_projection == FreeLoadLoadProjection.LOAD_PROJECTION_YZ_OR_VW:
+load_parameter = [magnitude, Y, Z]
- for load_projection == FreeLoadLoadProjection.LOAD_PROJECTION_XZ_OR_UW:
+load_parameter = [magnitude, X, Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surfaces_no (str) – Assigned Surface(s)
load_distribution (enum) – Free Line Load Load Distribution Enumeration
load_projection (enum) – Free Load Load Projection Enumeration
load_direction (enum) – Free Line Load Load Direction Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == FreeLineLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude_uniform, load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y]
- for load_distribution == FreeLineLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_first, magnitude_second, load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surfaces_no (str) – Assigned Surface(s)
load_distribution (enum) – Free Polygon Load Load Distribution Enumeration
load_projection (enum) – Free Load Load Projection Enumeration
load_direction (enum) – Free Polygon Load Load Direction Enumeration
load_location (list of lists) – Load Location Parameter
load_parameter (list) – Load Parameter
- for load_distribution == FreePolygonLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_location = [[first_coordinate, second_coordinate], …]
+load_parameter = [magnitude_uniform]
- for load_distribution == FreePolygonLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_location = [[first_coordinate, second_coordinate], …]
+load_parameter = [magnitude_linear_1, magnitude_linear_2, magnitude_linear_3, magnitude_linear_location_1, magnitude_linear_location_2, magnitude_linear_location_3]
- for load_distribution == FreePolygonLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_FIRST:
+load_location = [[first_coordinate, second_coordinate], …]
+load_parameter = [magnitude_linear_1, magnitude_linear_2, magnitude_linear_location_1, magnitude_linear_location_2]
- for load_distribution == FreePolygonLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_SECOND:
+load_location = [[first_coordinate, second_coordinate], …]
+load_parameter = [magnitude_linear_1, magnitude_linear_2, magnitude_linear_location_1, magnitude_linear_location_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surfaces_no (str) – Assigned Surface(s)
load_distribution (enum) – Free Rectangular Load Load Distribution Enumeration
load_projection (enum) – Free Load Load Projection Enumeration
load_direction (enum) – Free Rectangular Load Load Direction Enumeration
load_magnitude_parameter (list) – Load Magnitude Parameter
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_magnitude_parameter = [magnitude_uniform]
- for load_distribution == FreeLineLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_FIRST or FreeLineLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_SECOND:
+load_magnitude_parameter = [magnitude_linear_first, magnitude_linear_second]
load_location (enum) – Free Rectangular Load Load Rectangle Enumeration
load_location_parameter (list) – Load Location Parameters
- for load_location == FreeRectangularLoadLoadLocationRectangle.LOAD_LOCATION_RECTANGLE_CORNER_POINTS:
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM or FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_FIRST or FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_SECOND:
+load_location_parameter = [load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y, axis_start_angle]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_location_parameter = [load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y, [[distance, factor], …]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_ALONG_PERIMETER:
+load_location_parameter = [load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y, [axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z], [axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z], axis_start_angle,[[alpha, factor], …]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z_AND_ALONG_PERIMETER:
+load_location_parameter = [load_location_first_x, load_location_first_y, load_location_second_x, load_location_second_y, [[distance, factor], …], [axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z], [axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z], axis_start_angle,[[alpha, factor], …]
- for load_location == FreeRectangularLoadLoadLocationRectangle.LOAD_LOCATION_RECTANGLE_CENTER_AND_SIDES:
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_UNIFORM or FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_FIRST or FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_LINEAR_SECOND:
+load_location_parameter = [load_location_center_x, load_location_center_y, load_location_center_side_a, load_location_center_side_b, axis_start_angle]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_location_parameter = [load_location_center_x, load_location_center_y, load_location_center_side_a, load_location_center_side_b, [[distance, factor], …]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_ALONG_PERIMETER:
+load_location_parameter = [load_location_center_x, load_location_center_y, load_location_center_side_a, load_location_center_side_b, [axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z], [axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z], axis_start_angle,[[alpha, factor], …]
- for load_distribution == FreeRectangularLoadLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z_AND_ALONG_PERIMETER:
+load_location_parameter = [load_location_center_x, load_location_center_y, load_location_center_side_a, load_location_center_side_b, [[distance, factor], …], [axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z], [axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z], axis_start_angle,[[alpha, factor], …]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
line_no (str) – Assigned Line(s)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary, Here params = LineDeformationParams
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
node_no (str) – Assigned Node(s)
load_parameter (list) – Load Parameters List
load_parameter = [imposed_displacement_x, imposed_displacement_y, imposed_displacement_z, imposed_rotation_x, imposed_rotation_y imposed_rotation_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
lines_no (str) – Assigned Line(s)
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Magnitude of Line Load
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
lines_no (str) – Assigned Line(s)
load_distribution (enum) – Line Load Distribution Enumeration
load_direction (enum) – Line Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – List Reference Bool
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
lines_no (str) – Assigned Line(s)
individual_mass_components (bool) – Individual Mass Components Boolean
mass_components (list) – Mass Components
- for individual_mass_components == False:
+mass_components = [mass_global]
- for individual_mass_components == True:
+mass_components = [mass_x, mass_y, mass_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
lines_no (str) – Assigned Line(s)
load_distribution (enum) – Line Load Distribution Enumeration
load_direction (enum) – Line Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter
- for load_parameter == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_parameter == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_parameter == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_parameter == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_parameter == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_parameter == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_parameter == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_parameter == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_parameter == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_parameter == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – List Reference Bool
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Assigns lineset load without any further options. +Load type is Force by default. +Load distribution is Uniform by default.
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
linesets_no (str) – Assigned Lineset(s)
load_direction (enum) – LineSet Load Direction Enumeration
magnitude (float) – Magnitude of Line Load
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
linesets_no (str) – Assigned Lineset(s)
load_distribution (enum) – LineSet Load Distribution Enumeration
load_direction (enum) – LineSet Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude- for load_distribution == LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = magnitude- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], ...]- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
list_reference (bool) – List Reference Bool
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
linesets_no (str) – Assigned Lineset(s)
individual_mass_components (bool) – Individual Mass Components
mass_components (list) – Magnitude of Line Load
- if individual_mass_components == False:
+mass_components = [mass_global]- if individual_mass_components == True:
+mass_components = [mass_x, mass_y, mass_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
linesets_no (str) – Assigned Lineset(s)
load_distribution (enum) – LineSet Load Distribution Enumeration
load_direction (enum) – LineSet Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM: +load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = magnitude- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N: +load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2: +load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2: +load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING: +load_parameter = [[distance, magnitude], ...]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL: +load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED: +load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC: +load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING: +load_parameter = [[distance, magnitude], ...]
list_reference (bool) – List Reference Bool
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Members
load_direction (enum) – Load Directin Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction (enum) – Member Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [epsilon]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, epsilon3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter List
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance, magnitude], …]
force_eccentricity (bool) – Enable/Disable Force Eccentricity Option
list_reference (bool) – Enable/Disable List Reference Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
- for force_eccentricity == True:
+params = {‘eccentricity_horizontal_alignment’: MemberLoadEccentricityHorizontalAlignment.ALIGN_NONE, ‘eccentricity_vertical_alignment’: MemberLoadEccentricityVerticalAlignment.ALIGN_NONE, ‘eccentricity_section_middle’: MemberLoadEccentricitySectionMiddle.LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, ‘is_eccentricity_at_end_different_from_start’: False, ‘eccentricity_y_at_end’: 0.0, ‘eccentricity_y_at_start’: 0.0, ‘eccentricity_z_at_end’: 0.0, ‘eccentricity_z_at_start’: 0.0}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction (enum) – Member Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
individual_mass_components (bool) – Enable/Disable Individual Mass Components Option
mass_components (list) – Mass Components List
- if individual_mass_components == False:
+mass_components = [M]
- else:
+mass_components = [Mx, My, Mz, Ix, Iy, Iz]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (float/list/list of lists) – Load Parameter List
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction_orientation (enum) – Member Load Direction Enumeration
specific_weight (float) – Specific Weight
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction_orientation (enum) – Member Load Direction Enumeration
specific_weight (float) – Specific Weight
filling_height (float) – Filling Height
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
pressure (float) – Pressure
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
angular_acceleration (float) – Angular Acceleration
angular_velocity (float) – Angular Velocity
axis_definition_type (enum) – Member Load Axis Definition Type Enumeration
axis_orientation (enum) – Member Load Axis Orientation Enumeration
axis_definition (enum) – Member Load Axis Definition Enumeration
axis_definition_p1 (list) – P1 List [X, Y, Z]
axis_definition_p2 (list) – P2 List [X, Y, Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tt, tb]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length == False:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length == True:
+load_parameter = [tt1, tt2, tb1, tb2]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [tb1, tb2, tb3, tt1, tt2, tt3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – List Reference Boolean
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tc, delta_t]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length == False:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length == True:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [delta_t_1, delta_t_2, delta_t_3, t_c_1, t_c_2, t_c_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Set
load_direction (enum) – MemberSet Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [epsilon]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, epsilon3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], ...]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance, magnitude], ...]
force_eccentricity (bool) – Force Eccentricity Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
- for force_eccentricity == True:
+params = {‘eccentricity_horizontal_alignment’: MemberSetLoadEccentricityHorizontalAlignment.ALIGN_NONE, ‘eccentricity_vertical_alignment’: MemberSetLoadEccentricityVerticalAlignment.ALIGN_NONE, ‘eccentricity_section_middle’: MemberSetLoadEccentricitySectionMiddle.LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, ‘is_eccentricity_at_end_different_from_start’: False, ‘eccentricity_y_at_end’: 0.0, ‘eccentricity_y_at_start’: 0.0, ‘eccentricity_z_at_end’: 0.0, ‘eccentricity_z_at_start’: 0.0}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction (enum) – MemberSet Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
individual_mass_components (bool) – Individiual Mass Components Option
mass_components (list) – Mass Components
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], ...]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction_orientation (enum) – MemberSet Load Direction Orientation Enumeration
specific_weight (float) – Specific Weight
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction_orientation (enum) – MemberSet Load Direction Orientation Enumeration
specific_weight (float) – Specific Weight
filling_height (float) – Filling Height
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
pressure (float) – Pressure
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [magnitude_1, magnitude_2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
load_over_total_length (bool) – Load Over Total Lenth Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
angular_acceleration (float) – Angular Acceleration
angular_velocity (float) – Angular Velocity
axis_definition_type (enum) – MemberSet Load Axis Definition Type Enumeration
axis_orientation (enum) – MemberSet Load Axis Orientation Enumeration
axis_definition (enum) – MemberSet Load Axis Definition Enumeration
axis_definition_p1 (list) – Axis Definition First Point
axis_definition_p2 (list) – Axis Definition Second Point
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], ...]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
load_over_total_length (bool) – Load Over Total Length
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tt, tb]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [tt1, tt2, tb1, tb2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [tb1, tb2, tb3, tt1, tt2, tt3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tc, delta_t]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [delta_t_1, delta_t_2, delta_t_3, t_c_1, t_c_2, t_c_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], ...]
load_parameter (list/list of lists) – Load Parameters
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Force Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
components (list) – Component Magnitude List
specific_direction (bool) – Enable/Disable Specific Direction Option
force_eccentricity (bool) – Enable/Disable Force Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For force_eccentricity;
+params={‘force_eccentricity’ : [ex, ey, ez]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Force Magnitude
force_eccentricity (bool) – Enable/Disable Force Eccentricity Option
specific_direction (bool) – Enable/Disable Specific Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_DIRECTED_TO_NODE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_DIRECTED_TO_NODE, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_TWO_NODES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For force_eccentricity;
+params={‘force_eccentricity’ : [ex, ey, ez]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Load Case Number
nodes_no (str) – Assigned Nodes
individual_mass_components (bool) – Enable/Disable Mass Component Option
mass (list) –
- if individual_mass_components == False:
+mass = [M]
- elif individual_mass_components == True:
+mass = [Mx, My, Mz, Ix, Iy, Iz]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
moment_magnitude (float) – Moment Magnitude
specific_direction (bool) – Enable/Disable Specific Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_DIRECTED_TO_NODE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_DIRECTED_TO_NODE, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_TWO_NODES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
openings (str) – Assigned Openings
load_distribution (enum) – Opening Load Distribution Enumeration
load_direction (enum) – Opening Load Direction Enumeration
load_parameter (list) – Load Parameter List
- for OpeningLoadDistribution.LOAD_DISTRIBUTION_UNIFORM_TRAPEZOIDAL:
+load_parameter = [magnitude]
- for OpeningLoadDistribution.LOAD_DISTRIBUTION_LINEAR_TRAPEZOIDAL:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3, node_1, node_2, node_3]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solids_no (str) – Assigned Solids
load_type (enum) – Solid Load Type Enumeration
load_distribution (enum) – Solid Load Distribution Enumeration
load_direction (enum) – Solid Load Direction Enumeration
magnitude (float) – Uniform Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solids_no (str) – Assigned Solids
load_direction (enum) – Solid Load Direction Enumeration
magnitude (float) – Uniform Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solids_no (str) – Assigned Solids
load_parameter (list) – Load Parameter List
load_parameter = [angular_velocity, angular_acceleration, axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z, axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solids_no (str) – Assigned Solids
load_distribution (enum) – Solid Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [strain_uniform_magnitude_x, strain_uniform_magnitude_y, strain_uniform_magnitude_z]
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solids_no (str) – Assigned Solids
load_distribution (enum) – Solid Load Distribution Enumeration
load_parameter (float/list) – Load Parameter List
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- for load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- or load_distribution == SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solid_sets_no (str) – Assigned Solid Sets
load_type (enum) – Solid Set Load Type Enumeration
load_distribution (enum) – Solid Set Load Distribution Enumeration
load_direction (enum) – Solid Set Load Direction Enumeration
magnitude (float) – Uniform Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solid_sets_no (str) – Assigned Solid Sets
load_direction (enum) – Solid Set Load Direction Enumeration
magnitude (float) – Uniform Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solid_sets_no (str) – Assigned Solid Sets
load_parameter (list) – Load Parameter List
load_parameter = [angular_velocity, angular_acceleration, axis_definition_p1_x, axis_definition_p1_y, axis_definition_p1_z, axis_definition_p2_x, axis_definition_p2_y, axis_definition_p2_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solid_sets_no (str) – Assigned Solid Sets
load_distribution (enum) – Solid Set Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [strain_uniform_magnitude_x, strain_uniform_magnitude_y, strain_uniform_magnitude_z]
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z:
+load_parameter = [strain_magnitude_x1, strain_magnitude_y1, strain_magnitude_z1, strain_magnitude_x2, strain_magnitude_y2, strain_magnitude_z2, node_1, node_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
solid_sets_no (str) – Assigned Solid Sets
load_distribution (enum) – Solid Set Load Distribution Enumeration
load_parameter (float/list) – Load Parameter List
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = magnitude
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- for load_distribution == SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigend Surfaces
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
load_distribution (enum) – Surface Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [axial_strain_x, axial_strain_y]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_axial_strain_1x, magnitude_axial_strain_1y, magnitude_axial_strain_2x, magnitude_axial_strain_2y, magnitude_axial_strain_3x, magnitude_axial_strain_3y, node_1, node_2, node_3]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [magnitude_axial_strain_1x, magnitude_axial_strain_1y, magnitude_axial_strain_2x, magnitude_axial_strain_2y, node_1, node_2]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
load_direction (enum) – Surface Load Direction Enumeration
load_distribution (enum) – Surface Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3, node_1, node_2, node_3]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_RADIAL:
- if SurfaceLoadAxisDefinitionType == AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2, SurfaceLoadAxisDefinitionType, axis_definition_p1, axis_definition_p2]
- if SurfaceLoadAxisDefinitionType == AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, axis_definition_p1]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance_1, magnitude_1], [distance_2, magnitude_2]…]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
individual_mass_components (bool) – Enable/Disable Individual Mass Components Option
mass_parameter (list) – Mass Parameter List
- if individual_mass_components == True:
+mass_parameter = [mass_global]
- elif individual_mass_components == False:
+mass_parameter = [mass_x, mass_y, mass_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
uniform_magnitude (float) – Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
load_parameter (list) – Load Parameter List
- for axis_definition_type = SurfaceLoadAxisDefinitionType.AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [angular_velocity, angular_acceleration, SurfaceLoadAxisDefinitionType, [x1, y1, z1], [x2, y2, z2]]
- for axis_definition_type = SurfaceLoadAxisDefinitionType.AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [angular_velocity, angular_acceleration, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, SurfaceLoadAxisDirectionType; [x1, y1, z1]]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_no (str) – Assigned Surfaces
load_distribution (enum) – Surface Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [t_c, delta_t]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, t_c_3, delta_t_3, node_1, node_2, node_3]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2]
- for load_distribution == SurfaceLoadDistribution.LOAD_DISTRIBUTION_RADIAL:
- if SurfaceLoadAxisDefinitionType == AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2, SurfaceLoadAxisDefinitionType, axis_definition_p1, axis_definition_p2]
- if SurfaceLoadAxisDefinitionType == AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, axis_definition_p1]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
magnitude (float) – Load Magnitude
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
load_distribution (enum) – Surface Set Load Distribution Enumeration
load_parameter (list) – Load Parameter
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [axial_strain_x, axial_strain_y]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_axial_strain_1x, magnitude_axial_strain_1y, magnitude_axial_strain_2x, magnitude_axial_strain_2y, magnitude_axial_strain_3x, magnitude_axial_strain_3y, node_1, node_2, node_3]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [magnitude_axial_strain_1x, magnitude_axial_strain_1y, magnitude_axial_strain_2x, magnitude_axial_strain_2y, node_1, node_2]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
load_direction (enum) – Surface Set Load Direction Enumeration
load_distribution (enum) – Surface Set Load Distribution Enumeration
load_parameter (list/list of lists) – Load Parameters List
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3, node_1, node_2, node_3]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_RADIAL:
- if SurfaceSetLoadAxisDefinitionType == AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2, SurfaceLoadAxisDefinitionType, axis_definition_p1, axis_definition_p2]
- if SurfaceSetLoadAxisDefinitionType == AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [magnitude_1, magnitude_2, node_1, node_2, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, axis_definition_p1]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance_1, magnitude_1], [distance_2, magnitude_2]…]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
individual_mass_components (bool) – Individiual Mass Components Option
mass_parameter (list) – Mass Parameters List
- for individual_mass_components == True:
+mass_parameter = [mass_global]
- for individual_mass_components == False:
+mass_parameter = [mass_x, mass_y, mass_z]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
uniform_magnitude (float) – Load Magnitude
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
load_parameter (list) – Load Parameters
- for axis_definition_type = SurfaceSetLoadAxisDefinitionType.AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [angular_velocity, angular_acceleration, SurfaceLoadAxisDefinitionType, [x1, y1, z1], [x2, y2, z2]]
- for axis_definition_type = SurfaceSetLoadAxisDefinitionType.AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [angular_velocity, angular_acceleration, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, SurfaceLoadAxisDirectionType; [x1, y1, z1]]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
surface_sets (str) – Assigned Surface Sets
load_distribution (enum) – Surface Set Load Distribution Enumeration
load_parameter (list) – Load Parameter List
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [t_c, delta_t]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, t_c_3, delta_t_3, node_1, node_2, node_3]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_X: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Y: /SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_Z:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2]
- for load_distribution == SurfaceSetLoadDistribution.LOAD_DISTRIBUTION_RADIAL:
- if SurfaceSetLoadAxisDefinitionType == AXIS_DEFINITION_TWO_POINTS:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2, SurfaceLoadAxisDefinitionType, axis_definition_p1, axis_definition_p2]
- if SurfaceSetLoadAxisDefinitionType == AXIS_DEFINITION_POINT_AND_AXIS:
+load_parameter = [t_c_1, delta_t_1, t_c_2, delta_t_2, node_1, node_2, SurfaceLoadAxisDefinitionType, SurfaceLoadAxisDefinitionAxis, axis_definition_p1]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Load Cases and Combinations + + Results + + → +
Dlubal Dev Docs Go to [source] (opens new window)
List of all staticmethods are given below with associated parameters.
Static Methods
BuildingStoriesForcesInSpandrels()
+BuildingStoriesForcesInShearWalls()
+BuildingStoriesCentresMassRigidity()
+BuildingStoriesInterstoryDrifts()
+BuildingStoriesStoryActions()
+CalculationDiagrams()
+CriticalLoadFactors()
+EfeectiveLengthsAndCriticalLoadsByEigenvector()
+EfeectiveLengthsAndCriticalLoadsByMember()
+EigenvectorsByMember()
+EigenvectorsByNode()
+EigenvectorsBySolid()
+EigenvectorsBySurface()
+Errors()
+LineHingesDeformations()
+LineHingesForces()
+LinesSlabWallConnections()
+LinesSupportForces()
+MembersByEigenvector()
+MembersContactForces()
+MembersGlobalDeformations()
+MembersHingeDeformations()
+MembersHingeForces()
+MembersInternalForces()
+MembersInternalForcesByMemberSet()
+MembersInternalForcesBySection()
+MembersLocalDeformations()
+MembersStrains()
+ModalAnalysisEffectiveModalMasses()
+ModalAnalysisMassesInLocations()
+ModalAnalysisMembersByModeShape()
+ModalAnalysisModeShapesByMember()
+ModalAnalysisModeShapesByNode()
+ModalAnalysisModeShapesBySolid()
+ModalAnalysisModeShapesBySurface()
+ModalAnalysisNaturalFrequencies()
+ModalAnalysisNodesByModeShape()
+ModalAnalysisParticipationFactors()
+ModalAnalysisSolidsByModeShape()
+ModalAnalysisSurfacesByModeShape()
+NodesByEigenvector()
+NodesDeformations()
+NodesSupportForces()
+SolidsBasicPlasticStrains()
+SolidsBasicStresses()
+SolidsBasicTotalStrains()
+SolidsByEigenvector()
+SolidsDeformations()
+SolidsEquivalentPlasticStrains()
+SolidsEquivalentStresses()
+SolidsEquivalentTotalStrains()
+SolidsGasQuantities()
+SolidsPrincipalPlasticStrains()
+SolidsPrincipalStresses()
+SolidsPrincipalTotalStrains()
+SpectralAnalysisBuildingStoriesCentresMassRigidity()
+SpectralAnalysisBuildingStoriesForcesInShearWalls()
+SpectralAnalysisBuildingStoriesForcesInSpandrels()
+SpectralAnalysisBuildingStoriesInterstoryDrifts()
+SpectralAnalysisBuildingStoriesStoryActions()
+SpectralAnalysisLineHingesDeformations()
+SpectralAnalysisLineHingesForces()
+SpectralAnalysisLinesSlabWallConnections()
+SpectralAnalysisLinesSupportForces()
+SpectralAnalysisMembersContactForces()
+SpectralAnalysisMembersGlobalDeformations()
+SpectralAnalysisMembersHingeDeformations()
+SpectralAnalysisMembersHingeForces()
+SpectralAnalysisMembersInternalForces()
+SpectralAnalysisMembersInternalForcesByMemberSet()
+SpectralAnalysisMembersInternalForcesBySection()
+SpectralAnalysisMembersLocalDeformations()
+SpectralAnalysisMembersStrains()
+SpectralAnalysisNodesDeformations()
+SpectralAnalysisNodesPseudoAccelerations()
+SpectralAnalysisNodesPseudoVelocities()
+SpectralAnalysisNodesSupportForces()
+SpectralAnalysisSolidsBasicStresses()
+SpectralAnalysisSolidsBasicTotalStrains()
+SpectralAnalysisSolidsDeformations()
+SpectralAnalysisSolidsEquivalentStresses()
+SpectralAnalysisSolidsEquivalentTotalStrains()
+SpectralAnalysisSolidsGasQuantities()
+SpectralAnalysisSolidsPrincipalStresses()
+SpectralAnalysisSolidsPrincipalTotalStrains()
+SpectralAnalysisSummary()
+SpectralAnalysisSurfacesBasicInternalForces()
+SpectralAnalysisSurfacesBasicStresses()
+SpectralAnalysisSurfacesBasicTotalStrains()
+SpectralAnalysisSurfacesContactStresses()
+SpectralAnalysisSurfacesDesignInternalForces()
+SpectralAnalysisSurfacesElasticStressComponents()
+SpectralAnalysisSurfacesEquivalentStressesBach()
+SpectralAnalysisSurfacesEquivalentStressesMises()
+SpectralAnalysisSurfacesEquivalentStressesRankine()
+SpectralAnalysisSurfacesEquivalentStressesTresca()
+SpectralAnalysisSurfacesEquivalentTotalStrainsBach()
+SpectralAnalysisSurfacesEquivalentTotalStrainsMises()
+SpectralAnalysisSurfacesEquivalentTotalStrainsRankine()
+SpectralAnalysisSurfacesEquivalentTotalStrainsTresca()
+SpectralAnalysisSurfacesGlobalDeformations()
+SpectralAnalysisSurfacesLocalDeformations()
+SpectralAnalysisSurfacesMaximumTotalStrains()
+SpectralAnalysisSurfacesPrincipalInternalForces()
+SpectralAnalysisSurfacesPrincipalStresses()
+SpectralAnalysisSurfacesPrincipalTotalStrains()
+StabilityIncrementalAnalysisBuildingStoriesCentresMassRigidity()
+StabilityIncrementalAnalysisBuildingStoriesForcesInShearWalls()
+StabilityIncrementalAnalysisBuildingStoriesForcesInSpandrels()
+StabilityIncrementalAnalysisBuildingStoriesInterstoryDrifts()
+StabilityIncrementalAnalysisBuildingStoriesStoryActions()
+StabilityIncrementalAnalysisCalculationDiagrams()
+StabilityIncrementalAnalysisLineHingesDeformations()
+StabilityIncrementalAnalysisLineHingesForces()
+StabilityIncrementalAnalysisLinesSlabWallConnections()
+StabilityIncrementalAnalysisLinesSupportForces()
+StabilityIncrementalAnalysisMembersContactForces()
+StabilityIncrementalAnalysisMembersGlobalDeformations()
+StabilityIncrementalAnalysisMembersHingeDeformations()
+StabilityIncrementalAnalysisMembersHingeForces()
+StabilityIncrementalAnalysisMembersInternalForces()
+StabilityIncrementalAnalysisMembersInternalForcesByMemberSet()
+StabilityIncrementalAnalysisMembersInternalForcesBySection()
+StabilityIncrementalAnalysisMembersLocalDeformations()
+StabilityIncrementalAnalysisMembersStrains()
+StabilityIncrementalAnalysisNodesDeformations()
+StabilityIncrementalAnalysisNodesSupportForces()
+StabilityIncrementalAnalysisSolidsBasicPlasticStrains()
+StabilityIncrementalAnalysisSolidsBasicStresses()
+StabilityIncrementalAnalysisSolidsBasicTotalStrains()
+StabilityIncrementalAnalysisSolidsDeformations()
+StabilityIncrementalAnalysisSolidsEquivalentPlasticStrains()
+StabilityIncrementalAnalysisSolidsEquivalentStresses()
+StabilityIncrementalAnalysisSolidsEquivalentTotalStrains()
+StabilityIncrementalAnalysisSolidsGasQuantities()
+StabilityIncrementalAnalysisSolidsPrincipalPlasticStrains()
+StabilityIncrementalAnalysisSolidsPrincipalStresses()
+StabilityIncrementalAnalysisSolidsPrincipalTotalStrains()
+StabilityIncrementalAnalysisSummary()
+StabilityIncrementalAnalysisSurfacesBasicInternalForces()
+StabilityIncrementalAnalysisSurfacesBasicPlasticStrains()
+StabilityIncrementalAnalysisSurfacesBasicStresses()
+StabilityIncrementalAnalysisSurfacesBasicTotalStrains()
+StabilityIncrementalAnalysisSurfacesContactStresses()
+StabilityIncrementalAnalysisSurfacesDesignInternalForces()
+StabilityIncrementalAnalysisSurfacesElasticStressComponents()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsBach()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsMises()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentPlasticStrainsTresca()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesBach()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesMises()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentStressesTresca()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsBach()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsMises()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsRankine()
+StabilityIncrementalAnalysisSurfacesEquivalentTotalStrainsTresca()
+StabilityIncrementalAnalysisSurfacesGlobalDeformations()
+StabilityIncrementalAnalysisSurfacesLocalDeformations()
+StabilityIncrementalAnalysisSurfacesMaximumPlasticStrains()
+StabilityIncrementalAnalysisSurfacesMaximumTotalStrains()
+StabilityIncrementalAnalysisSurfacesPrincipalInternalForces()
+StabilityIncrementalAnalysisSurfacesPrincipalPlasticStrains()
+StabilityIncrementalAnalysisSurfacesPrincipalStresses()
+StabilityIncrementalAnalysisSurfacesPrincipalTotalStrains()
+Summary()
+SurfacesBasicInternalForces()
+SurfacesBasicPlasticStrains()
+SurfacesBasicStresses()
+SurfacesBasicTotalStrains()
+SurfacesByEigenvector()
+SurfacesContactStresses()
+SurfacesDesignInternalForces()
+SurfacesElasticStressComponents()
+SurfacesEquivalentPlasticStrainsBach()
+SurfacesEquivalentPlasticStrainsMises()
+SurfacesEquivalentPlasticStrainsRankine()
+SurfacesEquivalentPlasticStrainsTresca()
+SurfacesEquivalentStressesBach()
+SurfacesEquivalentStressesMises()
+SurfacesEquivalentStressesRankine()
+SurfacesEquivalentStressesTresca()
+SurfacesEquivalentTotalStrainsBach()
+SurfacesEquivalentTotalStrainsMises()
+SurfacesEquivalentTotalStrainsRankine()
+SurfacesEquivalentTotalStrainsTresca()
+SurfacesGlobalDeformations()
+SurfacesLocalDeformations()
+SurfacesMaximumPlasticStrains()
+SurfacesMaximumTotalStrains()
+SurfacesPrincipalInternalForces()
+SurfacesPrincipalPlasticStrains()
+SurfacesPrincipalStresses()
+SurfacesPrincipalTotalStrains()
+TimeHistoryAnalysisBuildingStoriesCentresMassRigidity()
+TimeHistoryAnalysisBuildingStoriesForcesInShearWalls()
+TimeHistoryAnalysisBuildingStoriesForcesInSpandrels()
+TimeHistoryAnalysisBuildingStoriesInterstoryDrifts()
+TimeHistoryAnalysisBuildingStoriesStoryActions()
+TimeHistoryAnalysisLineHingesDeformations()
+TimeHistoryAnalysisLineHingesForces()
+TimeHistoryAnalysisLinesSlabWallConnections()
+TimeHistoryAnalysisLinesSupportForces()
+TimeHistoryAnalysisMembersContactForces()
+TimeHistoryAnalysisMembersGlobalDeformations()
+TimeHistoryAnalysisMembersHingeDeformations()
+TimeHistoryAnalysisMembersHingeForces()
+TimeHistoryAnalysisMembersInternalForces()
+TimeHistoryAnalysisMembersInternalForcesByMemberSet()
+TimeHistoryAnalysisMembersInternalForcesBySection()
+TimeHistoryAnalysisMembersLocalDeformations()
+TimeHistoryAnalysisMembersStrains()
+TimeHistoryAnalysisNodesAccelerations()
+TimeHistoryAnalysisNodesDeformations()
+TimeHistoryAnalysisNodesSupportForces()
+TimeHistoryAnalysisNodesVelocities()
+TimeHistoryAnalysisSolidsBasicPlasticStrains()
+TimeHistoryAnalysisSolidsBasicStresses()
+TimeHistoryAnalysisSolidsBasicTotalStrains()
+TimeHistoryAnalysisSolidsDeformations()
+TimeHistoryAnalysisSolidsEquivalentPlasticStrains()
+TimeHistoryAnalysisSolidsEquivalentStresses()
+TimeHistoryAnalysisSolidsEquivalentTotalStrains()
+TimeHistoryAnalysisSolidsGasQuantities()
+TimeHistoryAnalysisSolidsPrincipalPlasticStrains()
+TimeHistoryAnalysisSolidsPrincipalStresses()
+TimeHistoryAnalysisSolidsPrincipalTotalStrains()
+TimeHistoryAnalysisSummary()
+TimeHistoryAnalysisSurfacesBasicInternalForces()
+TimeHistoryAnalysisSurfacesBasicPlasticStrains()
+TimeHistoryAnalysisSurfacesBasicStresses()
+TimeHistoryAnalysisSurfacesBasicTotalStrains()
+TimeHistoryAnalysisSurfacesContactStresses()
+TimeHistoryAnalysisSurfacesDesignInternalForces()
+TimeHistoryAnalysisSurfacesElasticStressComponents()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsBach()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsMises()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsRankine()
+TimeHistoryAnalysisSurfacesEquivalentPlasticStrainsTresca()
+TimeHistoryAnalysisSurfacesEquivalentStressesBach()
+TimeHistoryAnalysisSurfacesEquivalentStressesMises()
+TimeHistoryAnalysisSurfacesEquivalentStressesRankine()
+TimeHistoryAnalysisSurfacesEquivalentStressesTresca()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsBach()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsMises()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsRankine()
+TimeHistoryAnalysisSurfacesEquivalentTotalStrainsTresca()
+TimeHistoryAnalysisSurfacesGlobalDeformations()
+TimeHistoryAnalysisSurfacesLocalDeformations()
+TimeHistoryAnalysisSurfacesMaximumPlasticStrains()
+TimeHistoryAnalysisSurfacesMaximumTotalStrains()
+TimeHistoryAnalysisSurfacesPrincipalInternalForces()
+TimeHistoryAnalysisSurfacesPrincipalPlasticStrains()
+TimeHistoryAnalysisSurfacesPrincipalStresses()
+TimeHistoryAnalysisSurfacesPrincipalTotalStrains()
+Parameters - (loading_type, loading_no, object_no, include_base, model)
loading_type (emun) – Loading type
loading_no (int) – Loading Number
object_no (int) – Object number
include_base (bool) – Include Base
model (class, optional) – Model instance
For example:
ResultTables.BuildingStoriesForcesInSpandrels(loading_type = CaseObjectType.E_OBJECT_TYPE_LOAD_CASE, loading_no = 1, object_no = 0, include_base = False, model = Model)
Static Methods
AluminumDesignDesignRatiosMemberRepresentativesByConstructionStage()
+AluminumDesignDesignRatiosMemberRepresentativesByDesignSituation()
+AluminumDesignDesignRatiosMemberRepresentativesByLoading()
+AluminumDesignDesignRatiosMemberRepresentativesByLocation()
+AluminumDesignDesignRatiosMemberRepresentativesByMaterial()
+AluminumDesignDesignRatiosMemberRepresentativesByMemberRepresentative()
+AluminumDesignDesignRatiosMemberRepresentativesBySection()
+AluminumDesignDesignRatiosMemberSetRepresentativesByConstructionStage()
+AluminumDesignDesignRatiosMemberSetRepresentativesByDesignSituation()
+AluminumDesignDesignRatiosMemberSetRepresentativesByLoading()
+AluminumDesignDesignRatiosMemberSetRepresentativesByLocation()
+AluminumDesignDesignRatiosMemberSetRepresentativesByMaterial()
+AluminumDesignDesignRatiosMemberSetRepresentativesByMemberSetRepresentative()
+AluminumDesignDesignRatiosMemberSetRepresentativesBySection()
+AluminumDesignDesignRatiosMembersByConstructionStage()
+AluminumDesignDesignRatiosMembersByDesignSituation()
+AluminumDesignDesignRatiosMembersByLoading()
+AluminumDesignDesignRatiosMembersByLocation()
+AluminumDesignDesignRatiosMembersByMaterial()
+AluminumDesignDesignRatiosMembersByMember()
+AluminumDesignDesignRatiosMembersByMemberSet()
+AluminumDesignDesignRatiosMembersBySection()
+AluminumDesignGoverningInternalForcesByMember()
+AluminumDesignGoverningInternalForcesByMemberEnds()
+AluminumDesignGoverningInternalForcesByMemberRepresentative()
+AluminumDesignGoverningInternalForcesByMemberRepresentativeEnds()
+AluminumDesignGoverningInternalForcesByMemberSet()
+AluminumDesignGoverningInternalForcesByMemberSetEnds()
+AluminumDesignGoverningInternalForcesByMemberSetRepresentative()
+AluminumDesignGoverningInternalForcesByMemberSetRepresentativeEnds()
+AluminumDesignGoverningLoading()
+AluminumDesignOverviewErrorsAndWarnings()
+AluminumDesignOverviewNotValidDeactivated()
+AluminumDesignSlendernessByMember()
+AluminumDesignSlendernessByMemberRepresentative()
+AluminumDesignSlendernessByMemberSet()
+AluminumDesignSlendernessByMemberSetRepresentative()
+Parameters - (include_base, model)
include_base (bool) – Include Base
model (class, optional) – Model instance
For example:
ResultTables.AluminumDesignDesignRatiosMemberRepresentativesByConstructionStage(include_base = False, model = Model)
+ ← + + Loads + + Special Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Borehole tag
coordinates (list) – Borehole Coordinate List.
coordinates = [coordinate_x, coordinate_y, coordinate_z]
groundwater (float) – Groundwater Ordinate
layers (list of lists) – Soil Layers Table.
layers = [[soil_material_no(int), thickness(float)], ...]
name (str, optional) – User Defined Borehole Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
object_index (int) – Borehole Index
model (RFEM Class, optional) - Model to be edited
Intersection
Parameters
no (int) – Intersection Tag
surface_1 (int) – Surface number 1
surface_2 (int) – Surface number 2
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Release Tag
lines (str) – Assigned Lines
line_release_type (int) – Line Release Type Number
release_location (enum) – Line Release Release Location Enumeration
released_members (str) – Assigned Released Members
released_surfaces (str) – Assigned Released Surfaces
released_solids (str) – Assigned Released Solids
use_nodes_as_definition_nodes (str) – Assigned Definition Nodes
deactivated (bool) – Activate/Deactivate Line Release
name (str, optional) – User Defined Line Release Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Nodal Release Tag
nodes (str) – Assigned Nodes
nodal_release_type (int) – Nodal Release Type Number
release_location (enum) – Nodal Release Release Location Enumeration
released_members (str) – Assigned Released Members
released_surfaces (str) – Assigned Released Surfaces
released_solids (str) – Assigned Released Solids
deactivate_release (bool) – Activate/Deactivate Nodal Release
name (str) – User Defined Nodal Release Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Result Section
Parameters
no (int) – Result Section Tag
type (enum) – Result Section Type Enumeration
show_section_in_direction (enum) – Result Section Result Direction Enumeration
show_values_on_isolines (bool) – Show values on Isolines
parameters (list) – Variable Parameters
- if type == ResultSectionType.TYPE_LINE:
+parameters = [lines] ; example : ['1 2']
- if type == ResultSectionType.TYPE_2_POINTS_AND_VECTOR:
+parameters = [coordinate_system, first_point_coordinates, second_point_coordinates, projection, vector]; exapmle : [1, [1,0,0], [0,2,0], ResultSectionProjection.PROJECTION_IN_VECTOR, [1,1,1]]
assigned_to_surfaces (str, optional) – Assigned to Surfaces
assigned_to_solids (str, optional) – Assigned to Solids
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Result Section defined by line
Parameters
no (int) – Result Section Tag
type (enum) –Result Section Type Enumeration (Defaults to ResultSectionType.TYPE_2_POINTS_AND_VECTOR)
show_section_in_direction (enum) – Result Section Result Direction Enumeration
show_values_on_isolines (bool) – Enable/Disable Show Values on Isolines Option
lines (int) – Lines
assigned_to_surfaces (str, optional) – Assigned to Surfaces
assigned_to_solids (str, optional) – Assigned to Solids
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Result Section defined by 2 points and vector
Parameters
no (int) – Result Section Tag
coordinate_system (int) – Coordinate System Number
show_section_in_direction (enum) – Result Section Result Direction Enumeration
show_values_on_isolines (bool) – Enable/Disable Show values on Isolines Option
first_point_coordinates (list) – First Point Coordinates
second_point_coordinates (list) – Second Point Coordinates
projection (enum) – Result Section Projection Enumeration
vector (list, optional) – Vector if projection is VECTOR
assigned_to_surfaces (str, optional) – Assigned to Surfaces
assigned_to_solids (str, optional) – Assigned to Solids
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Rigid Link
Parameters
no (int) – Rigid Link Tag
line_1 (int) – Assigned Line Number
line_2 (int) – Assigned Line Number
ignore_relative_position (bool) – Enable/Disable Ignore Relative Position
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Rigid Link Tag
nodes (str) – Assigned Nodes Number
lines (str) – Assigned Lines Number
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Rigid Link Line to Line
Parameters
no (int) – Rigid Link Tag
line_1 (int) – Assigned Line Number
line_2 (int) – Assigned Line Number
ignore_relative_position (bool) – Enable/Disable Ignore Relative Position
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Rigid Link Line to Surface
Parameters
no (int) – Rigid Link Tag
line_1 (int) – Assigned Line Number
surface (int) – Assigned Surface Number
ignore_relative_position (bool) – Enable/Disable Ignore Relative Position
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Structural Modification
+Modify only objects allready existing and used/assigned in the model.
+TODO: US-9960 Deactivate objects requires Object Selection object.
Parameters
no (int, optional) – Structure Modification Tag
modify_stiffnesses (dict, optional) – Modify Stiffnesses
modify_stiffnesses_materials_list (list, optional) – Modify Stiffnesses Materials List
modify_stiffnesses_sections_list (list, optional) – Modify Stiffnesses Sections List
modify_stiffnesses_members_list (list, optional) – Modify Stiffnesses Members List
modify_stiffnesses_surfaces_list (list, optional) – Modify Stiffnesses Surfaces List
modify_stiffnesses_member_hinges_list (list, optional) – Modify Stiffnesses Member Hinges List
modify_stiffnesses_line_hinges_list (list, optional) – Modify Stiffnesses Line Hinges List
modify_stiffnesses_nodal_supports_list (list, optional) – Modify Stiffnesses Nodal Supports List
modify_stiffnesses_line_supports_list (list, optional) – Modify Stiffnesses Line Support List
modify_stiffnesses_member_supports_list (list, optional) – Modify Stiffnesses Member Suppoorts List
modify_stiffnesses_surface_supports_list (list, optional) – Modify Stiffnesses Surface Supports List
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
material_item = {'no': 1, 'material_name': 1, 'modification_type': 'DIVISION_FACTOR', 'E_and_G': 1.5, 'comment': 'comment'}
section_item = {'no': 1, 'section_name': 'IPN 300', 'A': 1.0, 'A_y':1.0, 'A_z': 1.0, 'J': 1.0, 'I_y': 1.0, 'I_z': 1.0}
member_item = {'no': 2, 'member_modification': 1, 'members':'11', 'comment': ''}
surface_item = {'no': 1, 'surface_modification': 1, 'surfaces':'2', 'comment': ''}
member_hinge_item = {'no': 1, 'member_side': 'Start', 'C_u_x': 1, 'C_u_y': 0, 'C_u_z': 0, 'C_phi_x': 0, 'C_phi_y': 0, 'C_phi_z': 0}
line_hinge_item = {'no': 1, 'C_u_x': 1, 'C_u_y': 0, 'C_u_z': 0, 'C_phi_x': 0, 'C_phi_y': 0, 'C_phi_z': 0}
nodal_support_item = {'C_u_X': 1, 'C_u_Y': 0, 'C_u_Z': 0, 'C_phi_X': 0, 'C_phi_Y': 0, 'C_phi_Z': 0}
line_support_item = {'C_u_X': 1, 'C_u_Y': 0, 'C_u_Z': 0, 'C_phi_X': 0, 'C_phi_Y': 0, 'C_phi_Z': 0}
member_support_item = {'C_u_x': 1, 'C_u_y': 0, 'C_u_z': 0, 'C_s_x': 0, 'C_s_y': 0, 'C_s_z': 0, 'C_phi_x': 0}
surface_support_item = {'C_u_X': 1, 'C_u_Y': 0, 'C_u_Z': 0, 'C_v_xz': 0, 'C_v_yz': 0}
modify_stiffness = {'modify_stiffnesses_gamma_m': False, 'modify_stiffnesses_materials': False, 'modify_stiffnesses_sections': False, 'modify_stiffnesses_members': False, 'modify_stiffnesses_surfaces': False, 'modify_stiffnesses_member_hinges': False, 'modify_stiffnesses_line_hinges': False, 'modify_stiffnesses_nodal_supports': False, 'modify_stiffnesses_line_supports': False, 'modify_stiffnesses_member_supports': False, 'modify_stiffnesses_surface_supports': False, 'modify_stiffness_member_reinforcement': False, 'modify_stiffness_surface_reinforcement': False, 'modify_stiffness_timber_members_due_moisture_class': False, 'nonlinearities_disabled_material_nonlinearity_models': False, 'nonlinearities_disabled_material_temperature_nonlinearities': False, 'nonlinearities_disabled_line_hinges': False, 'nonlinearities_disabled_member_types': False, 'nonlinearities_disabled_member_nonlinearities': False, 'nonlinearities_disabled_solid_types_contact_or_surfaces_contact': False, 'nonlinearities_disabled_member_hinges': False, 'nonlinearities_disabled_nodal_supports': False, 'nonlinearities_disabled_line_supports': False, 'nonlinearities_disabled_member_supports': False, 'nonlinearities_disabled_surface_supports': False, 'deactivate_members_enabled': False}
Surface Contact
Parameters
no (int, optional) – Surface Conatct Tag
surfaces_contact_type (int, optional) – Surface Contact Type Number
surface_group_1 (str, optional) – Surfaces Group 1
surface_group_2 (str, optional) – Surfaces Group 2
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Surface Release Tag
surfaces (str) – Assigned Surfaces
surface_release_type (int) – Surface Release Type Number
release_location (enum) – Surface Release Release Location Enumeration
released_members (str) – Assigned Released Members
released_surfaces (str) – Assigned Released Surfaces
released_solids (str) – Assigned Released Solids
use_nodes_as_definition_nodes (str) – Assigned Definition Nodes
use_lines_as_definition_lines (str) – Assigned Definition Lines
deactivated (bool) – Activate/Deactivate Surface Release
name (str, optional) – User Defined Surface Release Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Surface Results Adjustment
Parameters
no (int) – Surface Results Adjustment Tag
shape (enum) – Surface Results Adjustment Shape Enumeration
dimensions (list) – Dimensions and Angular Rotation List
center_position (list, optional) – Center Position List
adjustment_type_in_direction_u (enum, optional) – Surface Results Adjustment Type Enumeration
adjustment_type_in_direction_v (enum, optional) – Surface Results Adjustment Type Enumeration
projection (enum, optional) – Surface Results Adjustment Projection Enumeration
projection_vector (list, optional) – Projection vector List in case projection == VECTOR
surfaces (str, optional) – Assigned to surfaces
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Results + + Steel Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Steel Design Serviceability Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Steel Design Ultimate Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Special Objects + + Timber Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Timber Design Service Limit State Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Timber Design Ultimate Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Steel Design + + Types for Aluminum Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Aluminum Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
torsional_buckling (bool) – Torsional Buckling Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
principal_section_axes (bool) – Principal Section Axes Option
geometric_section_axes (bool) – Geometric Section Axes Option
name (str) – User Defined Effective Length Name
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_of_mcr (enum) – Aluminum Effective Lengths Determination Mcr Europe Enumeration Item
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of lists) – Components Table Definition
components[i][0] (enum): Aluminum Member Local Section Reduction Type Enumeration
components[i][1] (float): Position Value
components[i][2] (bool): Enable/Disable Multiple Option
components[i][3] (enum): Fastener Definition Type Enumeration
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_ABSOLUTE:
+components[i][4] (float): Reduction Area
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_RELATIVE:
+components[i][4] (float): Reduction Area Factor (value must be between 0.0 and 1.0)
if components[i][2] == True
+components[i][5] (int): Multiple Number
+components[i][6] (enum): Multiple Offset Definition Type Enumeration
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_ABSOLUTE:
+components[i][7] (float): Multiple Offset Value
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_RELATIVE:
+components[i][7] (float): Multiple Offset Value (value must be between 0.0 and 1.0)
name (str) – User Defined Local Section Reduction Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Line Welded Joint Tag
name (str) – Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
component (list) – Weld Components
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
+ ← + + Timber Design + + Types for Concrete Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Line Hinge Tag
assigned_to (str) – Assigned to
translational_release (list) – Translation Release List
rotational_release_phi (int) – Rotational Release phi
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Mesh Refinements Tag
lines (str) – Assigned Lines
type (enum) – Line Mesh Refinements Enumeration
number_of_layers (int) – Number of Layers
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Mesh Refinements Tag
lines (str) – Assigned Lines
gradual_rows (int) – Gradual Rows
number_of_layers (int) – Number of Layers
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Mesh Refinements Tag
lines (str) – Assigned Lines
elements_finite_elements (int) – Elements Finite Elements
number_of_layers (int) – Number of Layers
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Mesh Refinements Tag
lines (str) – Assigned Lines
target_length (float) – Target Length
number_of_layers (int) – Number of Layers
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Sets Line Support Conditions
Parameters
clientObject – Client Model Object | Line Support
C_u_X,Y,Z (float) – Translational Support Conditions in Respected Direction
C_phi_X,Y,Z (float) – Rotational Support Conditions about Respected Axis
Returns
Initialized Client Model Object | Line Support
Parameters
no (int) – Line Support Tag
lines_no (str) – Assigned Lines
support_type (enum or list) – Line Support Type Enumeration or Support Definition List
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Line Support Tag
lines (str) – Assigned Lines
surfaces (str) – Assigned Surfaces
joint_type (enum) – Line Welded Joint Type Enumeration
weld_type (enum) – Weld Type Enumeration
weld_size_a1 (float) – Weld Size
longitudinal_arrangement (enum) – Weld Longitudal Arrangement Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Types for Concrete Design + + Types for Members + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Member Definable Stiffness Tag
name (str) – User Defined Name
members (str) – Assigned Members
torsional_stiffness (float) – Torsional Stiffness
bending_stiffness_y (float) – Bending Stiffness in Y Direction
bending_stiffness_z (float) – Bendign Stiffness in Z Direction
axial_stiffness (float) – Axial Stiffness
shear_stiffness_y (float) – Shear Stiffness in Y Direction
shear_stiffness_z (float) – Shear Stiffness in Z Direction
specific_weight (float) – Specific Weight
section_area (float) – Section Area
rotation (float) – Rotation
thermal_expansion_alpha (float) – Thermal Expansion Alpha Coefficient
thermal_expansion_width (float) – Thermal Expansion Witdh Coefficient
thermal_expansion_height (float) – Thermal Expansion Height Coefficient
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Eccentricity Tag
name (str) – User Defined Name
eccentricity_type (enum) – Member Eccentricity Specification Type Enumeration
eccentricity_parameters (list) – Eccentricity Parameters List
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_RELATIVE:
+eccentricity_parameters (list): [horizontal_section_alignment, vertical_section_alignment]
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_ABSOLUTE:
+eccentricity_parameters (list): [coordinate_system, offset_x, offset_y, offset_z]
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_RELATIVE_AND_ABSOLUTE:
+eccentricity_parameters (list): [coordinate_system, offset_x, offset_y, offset_z, horizontal_section_alignment, vertical_section_alignment]
transverse_offset_type (enum) – Member Eccentricity Transverse Offset Type Enumeration
transverse_offset_parameters (list) – Transverse Offset Parameters List
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_NONE:
+transverse_offset_parameters (list): None
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_FROM_SURFACE_THICKNESS:
+transverse_offset_parameters (list): [transverse_offset_reference_surface, transverse_offset_vertical_alignment]
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_FROM_MEMBER_SECTION:
+transverse_offset_parameters (list): [transverse_offset_reference_member, transverse_offset_member_reference_node, transverse_offset_horizontal_alignment, transverse_offset_vertical_alignment]
axial_offset_active (bool) – Enable/Disable Axial Offset
hinge_location_at_node (bool) – Enable/Disable Hinge Location at Node
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Hinge Tag
coordinate_system (str) – Coordinate System Selection
member (str) – Assigned Members
translational_release_n (float) – Translational Spring Constant X
translational_release_vy (float) – Translational Spring Constant Y
translational_release_vz (float) – Translational Spring Constant Z
rotational_release_mt (float) – Rotational Spring Constant X
rotational_release_my (float) – Rotational Spring Constant Y
rotational_release_mz (float) – Rotational Spring Constant Z
translational_release_n_nonlinearity (list) – Nonlinearity Options Translational X
translational_release_vy_nonlinearity (list) – Nonlinearity Options Translational Y
translational_release_vz_nonlinearity (list) – Nonlinearity Options Translational Z
rotational_release_mt_nonlinearity (list) – Nonlinearity Options Rotational X
rotational_release_my_nonlinearity (list) – Nonlinearity Options Rotational Y
rotational_release_mz_nonlinearity (list) – Nonlinearity Options Rotational Z
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Nonlinearity Tag
members (str) – Assigned Members
nonlinearity_type (enum) – Member Nonlinearity Type Enumeration Item
parameters (list) – Nonlinearity Parameters
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Result Intermediate Point Tag
members (str) – Assigned Members
point_count (int) – Assigned Point Number
uniform_distribution (bool) – Uniform Distrubition Option
distances (list of lists) – Distances Table
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
sheeting_material (str) – Sheeting Material
sheeting_name (str) – Sheeting Name According to Library
position_of_sheeting (enum) – Position of Sheeting Enumeration
continuous_beam_effect (enum) – Continous Beam Effect Enumeration
section_deformation_cdb (bool) – Section Deformation Cdb Option
modulus_of_elasticity (float, optional) – Modulus of Elasticity
sheeting_thickness (float, optional) – Sheeting Thickness
sheeting_moment_of_inertia (float, optional) – Sheeting Moment of Inertia
sheeting_distance_of_ribs (float, optional) – Sheeting Distance of Ribs
width_of_sheeting_flange (float, optional) – Width of Sheeting Flange
spring_stiffness (float) – Spring Stiffness
beam_spacing (float) – Beam Spacing
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
section_material (str) – Section Material
section_name (str) – Section Name
rotational_stifness (list) – Rotational Stiffness
- if rotational_stiffness[0] == MemberRotationalRestraintRotationalStiffness.ROTATIONAL_STIFFNESS_INFINITELY:
+pass
- elif rotational_stiffness[0] == MemberRotationalRestraintRotationalStiffness.ROTATIONAL_STIFFNESS_MANUALLY:
+rotational_stiffness[1] (float): Rotational Stiffness Value
continous_beam_effect (enum) – Continous Beam Effect Enumeration
section_deformation_cdb (bool) – Section Deformation Cdb Option
modulus_of_elasticity (float, optional) – Modulus of Elasticity
section_moment_of_inertia (float, optional) – Section Moment of Inertia
purlin_spacing (float) – Purlin Spacing
beam_spacing (float) – Beam Spacing
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
rotational_spring_stiffness (float) – Rotational Spring Stiffness
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
sheeting_name (str) – Sheeting Name According to Library
fastening_arrangement (enum) – Fastening Arrangement Enumeration
panel_length (float) – Panel Length
beam_spacing (float) – Beam Spacing
coefficient_k1 (float, optional) – Coefficient K1
coefficient_k2 (float, optional) – Coefficient K2
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
material_name (str) – Material Name
diagonal_section (str) – Diagonal Section
posts_section (str) – Posts Section
modulus_of_elasticity (float, optional) – Modulus of Elasticity
panel_length (float) – Panel Length
beam_spacing (float) – Beam Spacing
posts_spacing (float) – Posts Spacing
number_of_bracings (int) – Number of Bracings
diagonals_section_area (float, optional) – Diagonals Section Area
posts_section_area (float, optional) – Posts Section Area
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
shear_panel_stiffness (float) – Shear Panel Stiffness
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
sheeting_name (str) – Sheeting Name According to Library
material_name (str) – Material Name
diagonal_section (str) – Diagonal Section
posts_section (str) – Posts Section
fastening_arrangement (enum) – Fastening Arrangement Enumeration
modulus_of_elasticity (float, optional) – Modulus of Elasticity
panel_length (float) – Panel Length
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
beam_spacing (float) – Beam Spacing
coefficient_k1 (float, optional) – Coefficient K1
coefficient_k2 (float, optional) – Coefficient K2
posts_spacing (float) – Posts Spacing
number_of_bracings (int) – Number of Bracings
diagonals_section_area (float, optional) – Diagonals Section Area
posts_section_area (float, optional) – Posts Section Area
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Modification Tag
assigned_structure_modification (str) – Assigned Structure Modification
modification_type (enum) – Member Stiffness Modification Type Enumeration Item
parameters (list) – Parameters List
- for modification_type == “TYPE_TOTAL_STIFFNESSES_FACTORS”:
+parameters = [total_stiffness_factor]
- for modification_type == “TYPE_PARTIAL_STIFFNESSES_FACTORS”:
+parameters = [factor_of_axial_stiffness, factor_of_bending_y_stiffness, factor_of_bending_z_stiffness,partial_stiffness_factor_of_shear_y_stiffness, partial_stiffness_factor_of_shear_z_stiffness,partial_stiffness_factor_of_torsion_stiffness, partial_stiffness_factor_of_weight]
- for modification_type == “TYPE_CONCRETE_STRUCTURES_ACI”:
+parameters = [concrete_structure_component_type, factor_of_axial_stiffness,factor_of_bending_y_stiffness, factor_of_bending_z_stiffness]
- for modification_type == “TYPE_CONCRETE_STRUCTURES_CSA”:
+parameters = [concrete_structure_component_type, factor_of_axial_stiffness,factor_of_bending_y_stiffness, factor_of_bending_z_stiffness]
- for modification_type = “TYPE_STEEL_STRUCTURES”:
+parameters = [steel_structure_determine_tau_b, steel_structure_design_method]
- for modification_type = “TYPE_STEEL_STRUCTURES_CSA”:
+parameters = [steel_structure_csa_determine_tau_b, factor_of_axial_stiffness, factor_of_bending_z_stiffness, steel_structure_csa_stiffness_factor_of_shear_y_stiffness, steel_structure_csa_stiffness_factor_of_shear_z_stiffness,steel_structure_csa_stiffness_factor_of_torsion_stiffness]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Support Tag
members (str) – Assigned Members
spring_translation_x (float) – Translational X Spring Constant
spring_translation_y (float) – Translational Y Spring Constant
spring_translation_z (list) – [Translational Z Spring Constant, Nonlinearity Type]
spring_rotation (float) – Rotational Spring Constant
spring_shear_x (float) – Shear X Spring Constant
spring_shear_y (float) – Shear Y Spring Constant
spring_shear_z (float) – Shear Z Spring Constant
member_rotational_restraint (int) – Member Rotational Restraint Number
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Parameters
no (int) – Member Transverse Stiffener Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of components) – List of components dictionary
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
+ ← + + Types for Lines + + Types for Nodes + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Nodal Mesh Refinement
Parameters
no (int) – Nodal Mesh Refinement Tag
assigned_nodes (str) – Assigned Nodes
type (enum) – Nodal Mesh Refinement Type Enumeration
mesh_parameters (list) –Mesh Parameters List
- for type == NodalMeshRefinementType.TYPE_CIRCULAR:
+mesh_parameters = [circular_radius, circular_target_inner_length, circular_target_outer_length, circular_length_arrangement]; example: [2.5, 0.1, 0.5, FElengthArrangement.LENGTH_ARRANGEMENT_RADIAL]
- for type == NodalMeshRefinementType.TYPE_RECTANGULAR:
+mesh_parameters = [rectangular_side, rectangular_target_inner_length]; example: [0.5, 0.1]
apply_on_selected_surfaces (bool) – Enable/Disable Apply on Selected Surfaces
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Circular Nodal Mesh Refinement
Parameters
no (int) – Nodal Mesh Refinement Tag
assigned_nodes (str) – Assigned Nodes
circular_radius (float) – Radius
circular_target_inner_length (float) – Inner Target FE Length
circular_target_outer_length (float) – Outer Target FE Length
circular_length_arrangement (enum) – FE Length Arrangenemt Enumeration
apply_on_selected_surfaces (bool) – Enable/Disable Apply on Selected Surfaces
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Rectangular Nodal Mesh Refinement
Parameters
no (int) – Nodal Mesh Refinement Tag
assigned_nodes (str) – Assigned Nodes
rectangular_side (float) – Side Length
rectangular_target_inner_length (float) – Inner Target FE Length
apply_on_selected_surfaces (bool) – Enable/Disable Apply on Selected Surfaces
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Sets nodal support conditions
Parameters
clientObject – Client model object | Nodal Support
C_u_X,Y,Z (float) – Translational Support Conditions in Respected Direction
C_phi_X,Y,Z (float) – Rotational Support Conditions about Respected Axis
Returns
Initialized Client Model Object | Nodal Support
Nodal Support
Parameters
no (int) – Nodal Support Tag
nodes_no (str) – Assigned to Nodes
support (enum or list) – Support Definition List
comment (str, optional) – Commment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Raises
ValueError: ‘Support parameter can be enum or list with 6 items.’
Parameters
no (int) – Nodal Support Tag
nodes (str) – Assigned Nodes
coordinate_system (int) – Assigned Coordinate System
spring_constant (list) – Spring Constant List
spring_constant = [spring_x, spring_y, spring_z, rotational_restraint_x, rotational_restraint_y, rotational_restraint_z]
spring_x_nonlinearity (list/list of lists) – Nonlinearity Parameters for Nodal Support along X direction
spring_y_nonlinearity (list/list of lists) – Nonlinearity Parameters for Nodal Support along Y direction
spring_z_nonlinearity (list/list of lists) – Nonlinearity Parameters for Nodal Support along Z direction
- for spring_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+spring_x/y/z_nonlinearity = [Nodal Support nonlinearity Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == SupportPartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == SupportPartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, slippage, displacement] (Note: Displacement must be greater than slippage)
- for negative/positive zone[0] == SupportPartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_FORCE/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_FORCE:
+negative/positive zone = [negative/positive zone type, slippage, force]
- for spring_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+spring_x/y/z_nonlinearity = [nonlinearity_type_diagram, [symmetric(bool), diagram_type_enumeration(start), diagram_type_enumeration(end)], [[displacement, force],...]]
- for spring_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1/NONLINEARITY_TYPE_FRICTION_DIRECTION_2/NONLINEARITY_TYPE_FRICTION_DIRECTION_1_2:
+spring_x/y/z_nonlinearity = [nonlinearity_type_friction, friction_coefficient]
- for spring_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1_PLUS_2:
+spring_x/y/z_nonlinearity = [nonlinearity_type_friction, friction_coefficient_1, friction_coefficient_2]
rotational_x_nonlinearity (list of lists) – Nonlinearity Parameters for Nodal Support around X direction
rotational_y_nonlinearity (list of lists) – Nonlinearity Parameters for Nodal Support around Y direction
rotational_z_nonlinearity (list of lists) – Nonlinearity Parameters for Nodal Support around Z direction
- for rotational_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+rotational_x/y/z_nonlinearity = [Nodal Support nonlinearity Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == SupportPartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == SupportPartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, slippage, rotation]
- for negative/positive zone[0] == SupportPartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_MOMENT/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_MOMENT:
+negative/positive zone = [negative/positive zone type, slippage, moment]
- for rotational_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+rotational_x/y/z_nonlinearity = [nonlinearity_type_diagram, [symmetric(bool), diagram_type_enumeration(start), diagram_type_enumeration(end)], [[rotation, moment],...]]
- for rotational_x/y/z_nonlinearity[0] == NodalSupportNonlinearity.NONLINEARITY_TYPE_STIFFNESS_DIAGRAM:
+rotational_x/y/z_nonlinearity = [nonlinearity_type_stiffness_diagram, [stiffness_diagram_around_depends_on, symmetric(bool), diagram_type_enumeration(start), diagram_type_enumeration(end)], [[force, spring],...]]
+(note: for stiffness_diagram_around_depends_on == SupportStiffnessDiagramDependOn.STIFFNESS_DIAGRAM_DEPENDS_ON_P: symmetric must be True.)
name (str, optional) – User Defined Nodal Support Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Types for Members + + Types for Solids + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Solid Contacts
Parameters
no (int) – Solid Contacts Tag
perpendicular_contact (enum) – Solid Contact Perpendicular Type Enumeration
parallel_contact (enum) – Solid Contact Parallel Type Enumeration
contact_parameters (list) – Contact Parameters List
- for parallel_contact == SolidContactParallelType.RIGID_FRICTION:
+contact_parameters = [friction_coefficient]
- for parallel_contact == SolidContactParallelType.RIGID_FRICTION_LIMIT:
+contact_parameters = [limit_stress]
- for parallel_contact == SolidContactParallelType.ELASTIC_FRICTION:
+contact_parameters = [shear_stiffness, friction_coefficient]
- for parallel_contact == SolidContactParallelType.ELASTIC_FRICTION_LIMIT:
+contact_parameters = [shear_stiffness, limit_stress]
- for parallel_contact == SolidContactParallelType.ELASTIC_SOLID:
+contact_parameters = [shear_stiffness]
solids (str) – Assigned to Solids
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Raises
ValueError : There are no parameters for given parallel contact.
Gas Solids
Parameters
no (int) – Solid Contact Tag
pressure (float) – Preassure in Pascals
temperature (float) – Temperature in Kelvins
solids (str) – Assigned to Solids
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
Solids Mesh Refinemet
Parameters
no (int) – Solid Contact Tag
target_length (float) – Target FE Length
solids (str) – Assigned to Solids
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional): Model to be edited
+ ← + + Types for Nodes + + Types for Special Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Line Release Type Tag
spring_constant (list) – Spring Constant List
spring_constant = [translational_release_u_x, translational_release_u_y, translational_release_u_z, rotational_release_phi_x]
translational_release_ux_nonlinearity (list of lists) – Nonlinearity Parameter for Translation Release along X Direction
translational_release_uy_nonlinearity (list of lists) – Nonlinearity Parameter for Translation Release along Y Direction
translational_release_uz_nonlinearity (list of lists) – Nonlinearity Parameter for Translation Release along Z Direction
- for translational_release_ux/y/z_nonlinearity[0] == TranslationalReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+translational_release_ux/y/z_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == PartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == PartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, slippage, displacement] (Note: Displacement must be greater than slippage)
- for negative/positive zone[0] == PartialActivityAlongType.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_FORCE/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_FORCE:
+negative/positive zone = [negative/positive zone type, slippage, force]
- for translational_release_ux/y/z_nonlinearity[0] == TranslationalReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+translational_release_ux/y/z_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), LineReleaseDiagram Enumeration(start), LineReleaseDiagram Enumeration(end)], [[displacement, force],...]]
rotational_release_phi_x_nonlinearity (list of lists) – Nonlinearity Parameter for Rotational Release around X Direction
- for rotational_release_phi_x_nonlinearity[0] == RotationalReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+rotational_release_phi_x_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == PartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == PartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, slippage, rotation]
- for negative/positive zone[0] == PartialActivityAroundType.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_MOMENT/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_MOMENT:
+negative/positive zone = [negative/positive zone type, slippage, moment]
- for rotational_release_phi_x_nonlinearity[0] == RotationalReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+rotational_release_phi_x_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), LineReleaseDiagram Enumeration(start), LineReleaseDiagram Enumeration(end)], [[rotation, moment],...]]
- for rotational_release_phi_x_nonlinearity[0] == RotationalReleaseNonlinearity.NONLINEARITY_TYPE_FORCE_MOMENT_DIAGRAM:
+rotational_release_phi_x_nonlinearity = [nonlinearity type Force_Moment_Diagram, [symmetric(bool), LineReleaseForceMomentDiagram Enumeration(end), LineReleaseForceMomentDepend Enumeration], [[force, max_moment, min_moment(if not symetric)],...]]
local_axis_system (enum) – Line Release Local Axis System Enumeration
system_para (list) – System Parameters
- for local_axis_system ==LineReleaseLocalAxisSystem.LOCAL_AXIS_SYSTEM_TYPE_ORIGINAL_LINE:
+system_para = [rotational_angle]
- for local_axis_system ==LineReleaseLocalAxisSystem.LOCAL_AXIS_SYSTEM_TYPE_Z_AXIS_PERPENDICULAR_TO_SURFACE:
+system_para = [rotational_angle, surface_tag]
- for local_axis_system ==LineReleaseLocalAxisSystem.E_LOCAL_AXIS_SYSTEM_TYPE_HELP_NODE:
+system_para = [rotational_angle, node_tag, local_axis_system_object_in_plane]
name (str, optional) – User Defined Line Release Type Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Parameters
no (int) – Nodal Release Type Tag
coordinate_system (str/int) – Coordinate System Selection
translational_release_n (float) – Spring Constant for Translation Release along X Direction
translational_release_vy (float) – Spring Constant for Translation Release along Y Direction
translational_release_vz (float) – Spring Constant for Translation Release along Z Direction
rotational_release_mt (float) – Spring Constant for Rotational Release around X Direction
rotational_release_my (float) – Spring Constant for Rotational Release around Y Direction
rotational_release_mz (float) – Spring Constant for Rotational Release around Z Direction
translational_release_n_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along X Direction
translational_release_vy_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along Y Direction
translational_release_vz_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along Z Direction
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, displacement, slippage] (Note: Displacement must be greater than slippage)
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_FORCE/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_FORCE:
+negative/positive zone = [negative/positive zone type, force, slippage]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), NodalReleaseTypeDiagram Enumeration(start), NodalReleaseTypeDiagram Enumeration(end)], [[displacement, force],...]]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1/NONLINEARITY_TYPE_FRICTION_DIRECTION_2/NONLINEARITY_TYPE_FRICTION_DIRECTION_1_2:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [friction coefficient(float)]]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1_PLUS_2:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [friction coefficient 1(float), friction coefficient 2(float)]]
rotational_release_mt_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around X Direction
rotational_release_my_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around Y Direction
rotational_release_mz_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around Z Direction
- for rotational_release_mt/my/mz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+rotational_release_mt/my/mz_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, rotation, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_MOMENT/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_MOMENT:
+negative/positive zone = [negative/positive zone type, moment, slippage]
- for rotational_release_mt/my/mz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+rotational_release_mt/my/mz_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), NodalReleaseTypeDiagram Enumeration(start), NodalReleaseTypeDiagram Enumeration(end)], [[rotation, moment],...]]
local_axis_system (enum) – Nodal Release Local Axis System Enumeration
local_axis_system_reference_object (int) – Nodal Release Local Axis System Reference Object Number
name (str, optional) – User Defined Nodal Release Type Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
Surface Contact Type
Parameters
no (int) – Surface Contact Type Tag
perpendicular_contact (enum) – Surface Contact Perpendicular Type Enumeration
parallel_contact (enum) – Surface Contact Parallel Type Enumeration
contact_parameters (list) – Contact Parameters List
- for parallel_contact == SurfaceContactParallelType.RIGID_FRICTION:
+contact_parameters = [enum rigid_friction_type, rigid_friction_coefficient or rigid_friction_limit_stress]
- for parallel_contact == SurfaceContactParallelType.ELASTIC_FRICTION:
+contact_parameters = [elastic_friction_shear_stiffness, enum elastic_friction_type, elastic_friction_coefficient or elastic_friction_limit_stress]
- for parallel_contact == SurfaceContactParallelType.ELASTIC_SURFACE:
+contact_parameters = [elastic_behavior_shear_stiffness]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Raises
ValueError : There are no paramters for given parallel contact.
Elastic Friction Surface Contact Type
Parameters
no (int) – Surface Contact Type Tag
perpendicular_contact (enum) – Surface Contact Perpendicular Type Enumeration
shear_stiffness (float) – Shear Stiffness Value
elastic_friction_type (enum) – Surface Contact Friction Type Enumeration
elastic_friction_value (float) – Value of elastic_friction_coefficient or elastic_friction_limit_stress
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Elastic Friction Surface Contact Type
Parameters
no (int) – Surface Contact Type Tag
perpendicular_contact (enum) – Surface Contact Perpendicular Type Enumeration
shear_stiffness (float) – Shear Stiffness Value
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Full Force Transmission Surface Contact Type
Parameters
no (int) – Surface Contact Type Tag
perpendicular_contact (enum) – Surface Contact Perpendicular Type Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Rigid Friction Surface Contact Type
Parameters
no (int) – Surface Contact Type Tag
perpendicular_contact (enum) – Surface Contact Perpendicular Type Enumeration
rigid_friction_type (enum) – Surface Contact Friction Type Enumeration
rigid_friction_value (float) – Value of rigid_friction_coefficient or rigid_friction_limit_stress
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Surface Release Type
Parameters
no (int) – Surface Release Type Tag
spring_constant (list) – Spring Constant List.
spring_constant = [translational_release_u_x, translational_release_u_y, translational_release_u_z]
translational_release_ux_nonlinearity (enum) – Surface Translation Release along X Direction Nonlinearity Enumeration
translational_release_uy_nonlinearity (enum) – Surface Translation Release along Y Direction Nonlinearity Enumeration
translational_release_uz_nonlinearity (enum) – Surface Translation Release along Z Direction Nonlinearity Enumeration
local_axis_system_type (enum) – Surface Release Local Axis System Enumeration
surface_releases (str, optional) – Assign Surface Release
name (str, optional) – User Defined Surface Release Type Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) - Model to be edited
+ ← + + Types for Solids + + Types for Steel Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Boundary Conditions Tag
name (str) – User Defined Boundary Conditions Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
intermediate_nodes (bool) – Enable/Disable Intermediate Nodes Option
different_properties_supports (bool) – Different Properties Option for Supports
different_properties_hinges (bool) – Different Properties Option for Hinges
nodal_supports (list of lists) – Nodal Supports Table Definition
nodal_supports[i][0] (int)= Node Sequence No.
+nodal_supports[i][1] (enum)= Support Type Enumeration
+nodal_supports[i][2] (bool)= Support in X Direction Option
+nodal_supports[i][3] (bool)= Support in Y Direction Option
+nodal_supports[i][4] (bool)= Support in Z Direction Option
+nodal_supports[i][5] (bool)= Restraint About X Option
+nodal_supports[i][6] (bool)= Restraint About Y Option
+nodal_supports[i][7] (bool)= Restraint About Z Option
+nodal_supports[i][8] (bool)= Restraint Warping Option
+nodal_supports[i][9] (float)= Rotation Magnitude
+nodal_supports[i][10] (float)= Rotation About X Magnitude
+nodal_supports[i][11] (float)= Rotation About Y Magnitude
+nodal_supports[i][12] (float)= Rotation About Z Magnitude
+nodal_supports[i][13] (float)= Support Spring X
+nodal_supports[i][14] (float)= Support Spring Y
+nodal_supports[i][15] (float)= Support Spring Z
+nodal_supports[i][16] (float)= Restraint Spring About X Magnitude
+nodal_supports[i][17] (float)= Restraint Spring About Y Magnitude
+nodal_supports[i][18] (float)= Restraint Spring About Z Magnitude
+nodal_supports[i][19] (float)= Restraint Spring Warping Magnitude
+nodal_supports[i][20] (enum)= Eccentricity Type in Z Enumeration
+nodal_supports[i][21] (float)= Eccentricity in X Magnitude
+nodal_supports[i][22] (float)= Eccentricity in Y Magnitude
+nodal_supports[i][23] (float)= Eccentricity in Z Magnitude
+nodal_supports[i][24] (str)= Assigned Nodes
member_hinges (list of lists) – Member Hinges Table Definition
member_hinges[i][0] = Node Sequence No.
+member_hinges[i][1] = Release in X Option
+member_hinges[i][2] = Release in Y Option
+member_hinges[i][3] = Release in Z Option
+member_hinges[i][4] = Release About X Option
+member_hinges[i][5] = Release About Y Option
+member_hinges[i][6] = Release About Z Option
+member_hinges[i][7] = Release Warping Option
+member_hinges[i][8] = Release Spring in X Magnitude
+member_hinges[i][9] = Release Spring in Y Magnitude
+member_hinges[i][10] = Release Spring in Z Magnitude
+member_hinges[i][11] = Release Spring About X Magnitude
+member_hinges[i][12] = Release Spring About Y Magnitude
+member_hinges[i][13] = Release Spring About Z Magnitude
+member_hinges[i][14] = Release Spring Warping Magnitude
+member_hinges[i][15] = Assigned Nodes
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Steel Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
torsional_buckling (bool) – Torsional Buckling Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
principal_section_axes (bool) – Principal Section Axes Option
geometric_section_axes (bool) – Geometric Section Axes Option
name (str) – User Defined Effective Length Name
nodal_supports (list of lists) – Nodal Supports Table Definition
nodal_supports[i][0] (enum): Support Type Enumeration Type
+nodal_supports[i][1] (bool): Support in Z Option
+nodal_supports[i][2] (float): Support Spring in Y Coefficient
+nodal_supports[i][3] (enum): Eccentricity Type Enumeration Type
+nodal_supports[i][4] (float): Eccentricity in Z Direction
+nodal_supports[i][5] (float): Restraint Spring About X Coefficient
+nodal_supports[i][6] (float): Restraint Spring About Z Coefficient
+nodal_supports[i][7] (float): Restraint Spring Warping Coefficient
+nodal_supports[i][8] (enum): Support Type in Y Enumeration Type
+nodal_supports[i][9] (enum): Restraint Type in X Enumeration Type
+nodal_supports[i][10] (enum): Restraint Type in Z Enumeration Type
+nodal_supports[i][11] (enum): Restraint Type Warping Enumeration Type
+nodal_supports[i][12] (str): Assigned Nodes
factors (list of lists) – Effective Length Factors
factors[i][0] (float): Flexural Buckling in U Coefficient
+factors[i][1] (float): Flexural Buckling in V Coefficient
+factors[i][2] (float): Flexural Buckling in Y Coefficient
+factors[i][3] (float): Flexural Buckling in Z Coefficient
+factors[i][4] (float): Torsional Buckling Coefficient
+factors[i][5] (float): Lateral Torsional Buckling Coefficient
+factors[i][6] (float): Lateral Torsional Buckling Top Coefficient
+factors[i][7] (float): Lateral Torsional Buckling Bottom Coefficient
+factors[i][8] (float): Twist Restraint Coefficient
+factors[i][9] (float): Lateral Torsional Restraint Coefficient
+factors[i][10] (float): Critical Moment
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_of_mcr (enum) – Steel Effective Lengths Determination Mcr Europe Enumeration Item
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of lists) – Components Table Definition
components[i][0] (enum): Steel Member Local Section Reduction Type Enumeration
components[i][1] (float): Position Value
components[i][2] (bool): Enable/Disable Multiple Option
components[i][3] (enum): Fastener Definition Type Enumeration
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_ABSOLUTE:
+components[i][4] (float): Reduction Area
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_RELATIVE:
+components[i][4] (float): Reduction Area Factor (value must be between 0.0 and 1.0)
if components[i][2] == True
+components[i][5] (int): Multiple Number
+components[i][6] (enum): Multiple Offset Definition Type Enumeration
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_ABSOLUTE:
+components[i][7] (float): Multiple Offset Value
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_RELATIVE:
+components[i][7] (float): Multiple Offset Value (value must be between 0.0 and 1.0)
name (str) – User Defined Local Section Reduction Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
+ ← + + Types for Special Objects + + Types for Surfaces + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Surfase Eccentricity
Parameters
no (int) – Surface Eccentricity Tag
offset (float) – Offset value
assigned_to_surfaces (str) – Eccentricity Assignmet to Surfaces
thickness_alignment (enum) – Surface Eccentricity Alignment Enumeration
transverse_offset_object (enum) – Transverse Offset Object Enumeration (member, surface or None)
transverse_offset_object_no (int) – Transverse offset reference number
transverse_offset_alignment (enum) – Surface Eccentricity Alignment Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Surface Mesh Refinement
Parameters
no (int) – Surface Mesh Refinement Tag
surfaces (str) – Assigned to Surfaces
target_length (float) – Target FE Length
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Surface Stiffeness Modification
Parameters
no (int) – Surface Stiffness Modification Tag
type (enum) – Surface Stiffness Modification Type Enumeration
factors (list) – Stiffeness Modification Factors
- for type == SurfaceStiffnessModificationType.TYPE_TOTAL_STIFFNESS_FACTOR:
+factors = [factor_of_total_stiffness]
- for type == SurfaceStiffnessModificationType.TYPE_PARTIAL_STIFFNESSES_FACTORS:
+factors = [factor_of_bending_stiffness, factor_of_shear_stiffness, factor_of_membrane_stiffness, factor_of_eccentric_effects, and factor_of_weight]
- for type == SurfaceStiffnessModificationType.TYPE_STIFFNESS_MATRIX_ELEMENTS_FACTORS:
+factors = list of all 21 factors from kd11 to kd38
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Surface Support
Parameters
no (int) – Surface Support Tag
surfaces_no (str) – Assigned to Surfaces
c_ux (float) – Translational Support in X direction
c_uy (float) – Translational Support in Y direction
c_uz (float) – Translational Support in Z direction
c_vxz (float) – Shear Support in XZ direction
c_vyz (float) – Shear Support in YZ direction
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Timber Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
name (str) – User Defined Effective Length Name
nodal_supports (list of lists) – Nodal Supports Table Definition
nodal_supports[i][0] (enum): Support Type Enumeration Type
+nodal_supports[i][1] (bool): Support in Z Option
+nodal_supports[i][2] (enum): Eccentricity Type Enumeration
+nodal_supports[i][3] (enum): Support Type in Y Enumeration
+nodal_supports[i][4] (enum): Restraint Type in X Enumeration
+nodal_supports[i][5] (str): Assigned Nodes
factors (list of lists) – Effective Length Factors
factors[i][0] (float): Flexural Buckling in U Coefficient
+factors[i][1] (float): Flexural Buckling in V Coefficient
+factors[i][2] (float): Critical Moment
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
fire_design_different_buckling_factors (bool) – Different Fire Design Buckling Factors
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_type (enum) – Timber Effective Lengths Determination Type
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list) – List of Component Classes
name (str) – User Defined Member Local Section Reduction Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Timber Moisture Class Tag
name (str) – User Defined Moisture Class Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
surfaces (str) – Assigned Surfaces
surface_sets (str) – Assigned Surface Sets
moisture_class (enum) – Timber Moisture Class Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Timber Service Class Tag
name (str) – User Defined Timber Service Class Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
surfaces (str) – Assigned Surfaces
surface_sets (str) – Assigned Surface Sets
service_class (enum) – Timber Service Class Service Class Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Timber Service Conditions Tag
name (str) – User Defined Timber Service Condition Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
surfaces (str) – Assigned Surfaces
surface_sets (str) – Assigned Surface Sets
standard (int) – Code Number
moisture_service_condition (enum) – Timber Moisture Service Condition Enumeration
temperature (enum) – Timber Service Conditions Temperature Enumeration
treatment_csa (enum) – Timber Service Conditions Treatment Enumeration
treatment_nds (bool) – Member Pressure Treated
treatment_gb (bool) – Timber Is Point Impregnated
service_conditions (list) – Service Conditions List
service_conditions = [outdoor_environment, long_term_high_temperature_of_surface, permanent_load_design_situation, timber_structures, short_term_construction_or_maintenance]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
+ ← + + Types for Surfaces + + Basic Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Concrete Durability Tag
name (str) – User Defined Name
members_no (str) – Assigned Members
member_sets_no (str) – Assigned Member Sets
surfaces_no (str) – Assigned Surfaces
exposure_classes_reinforcement (list) – Exposure Classes Reinforcement Parameters
exposure_classes_reinforcement_types (list of enum) – Exposure Classes Reinforcement Parameters
exposure_classes_concrete (list) – Exposure Classes Concrete Parameters
exposure_classes_concrete_types (list of enum) – Exposure Classes Concrete Parameters
structural_class (list) – Structural Class Parameters
stainless_steel_reduction (list) – Stainless Steel Reduction Parameters
additional_protection_reduction (list) – Additional Protection Reduction
allowance_deviation (list) – Allowance Deviation Parameters
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Concrete Effective Length Tag
name (str) – User Defined Name
members_no (str) – Assigned Members
member_sets_no (str) – Assigned Member Sets
flexural_buckling_about_y (list) – Flexural Buckling About Y Option
flexural_buckling_about_z (list) – Flexural Buckling About Z Option
nodal_supports (list of lists) – Nodal Support Table
nodal_supports = [[support_type, support_in_z, support_spring_in_y, eccentricity_type, eccentricity_ez, restraint_spring_about_x, restraint_spring_about_z, restraint_spring_warping, support_in_y_type, restraint_about_x_type, restraint_about_z_type, restraint_warping_type, nodes], …]
factors (list of lists) – Factors Table
factors = [[flexural_buckling_y, flexural_buckling_z]]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Concrete Reinforcement Direction Tag
name (str) – User Defined Name
surfaces (str) – Assigned Surfaces
reinforcement_direction_type (enum) – Reinforcement Direction Enumeration
rotation_parameters (list) – Rotation Parameters List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
Parameters
no (int) – Concrete Surface Reinforcement Tag
name (str) – User Defined Name
surfaces (str) – Assigned Surfaces
material (str) – Reinforcement Material
location_type (enum) – Surface Reinforcement Location Type Enumeration
reinforcement_type (enum) – Surface Reinforcement Type Enumeration
reinforcement_type_parameters (list) – Reinforcement Type Parameters List
- for reinforcement_type = SurfaceReinforcementType.REINFORCEMENT_TYPE_REBARS:
+reinforcement_type_parameters = [rebar_diameter, rebar_spacing, additional_transverse_reinforcement_enabled]
- if additional_transverse_reinforcement_enabled == True:
+reinforcement_type_parameters = [rebar_diameter, rebar_spacing, additional_transverse_reinforcement_enabled, additional_rebar_diameter, additional_rebar_spacing]
- for reinforcement_type = SurfaceReinforcementType.REINFORCEMENT_TYPE_STIRRUPS:
+reinforcement_type_parameters = [stirrup_diameter, stirrup_spacing]
- for reinforcement_type = SurfaceReinforcementType.REINFORCEMENT_TYPE_MESH:
+reinforcement_type_parameters = [mesh_product_range, mesh_shape, mesh_name]
cover_offset (list) – Cover Offset Parameters List
cover_offset = [alignment_top_enabled, alignment_bottom_enabled, additional_offset_to_concrete_cover_top, additional_offset_to_concrete_cover_bottom]
reinforcement_direction (enum) – Surface Reinforcement Direction Enumeration
reinforcement_direction_parameters (list) – Reinforcement Direction Parameters
reinforcement_location (list) – Reinforcement Location Parameters
reinforcement_acting_region (list) – Reinforcement Acting Region Parameters
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RFEM Class, optional) – Model to be edited
+ ← + + Types for Aluminum Design + + Types for Lines + + → +
Dlubal Dev Docs Parameters
no (int) – Element Tag
points_no (str) – Points Number
thickness (float) – Element Thickness
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Arc in [Y, Z]
alpha_adjustment_target (enum) – Element Arc Alpha Adjustment Target Enumeration
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
center_of_cirle (list) – Coordinate of Circle Center
circle_radius (float) – Circle Radius
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
elements_no (str) – Elements Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Ellipse in [Y, Z]
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
control_points (str) – String of Start Point and End Point (example: ‘1 2’)
components (list of lists) – Control Points List
component = [[start_point_x, start_point_y], [control_point_x, control_point_y], ..., [end_point_x, end_point_y]]
weights (list) – Control Points Weights
weights list lenght must be equal to components length
order (int) – Nurbs Order
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Parabola in [Y, Z]
alpha (float) – Alpha Angle (in Radians)
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Element Tag
points_no (str) – Points Number
thickness (float) – Element Thickness
effective_thickness (list) – Effective Thickness List
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
points_no (str) – Points Number
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Arc in [Y, Z]
alpha_adjustment_target (enum) – Line Arc Alpha Adjustment Target Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
center_of_cirle (list) – Coordinate of Circle Center
circle_radius (float) – Circle Radius
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
lines_no (str) – Line Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Ellipse in [Y, Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
control_points (str) – String of Start Point and End Point (example: ‘1 2’)
components (list of lists) – Control Points List
component = [[start_point_x, start_point_y], [control_point_x, control_point_y], ..., [end_point_x, end_point]]
order (int) – Nurbs Order
weights (list, optional) – Control Points Weights
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
points_no (list) – Points Number
control_point (list) – Control Point coordinate for Parabola in [Y, Z]
alpha (float) – Alpha Angle (in Radians)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Line Tag
points_no (str) – Points Number
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Material Tag
name (str) – Material Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
materials_no (str) – Materials Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Opening Tag
boundary_lines (str) – Boundary Lines Number
part_no (int) – Part Number
comment (str, optional) – Comments
params (dict*, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
openings_no (str) – Openings Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Part Tag
boundary_lines (str) – Boundary Lines Number
material_no (int) – Material Number
integrated_objects (bool) – Enable/Disable Integrated Objects Option
integrated_objects_auto (bool) – Enable/Disable Integrated Objects Auto Option
integrated_openings (str) – Inegrated Openings Line Number
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
parts_no (str) – Parts Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Point Tag
coordinate_Y (float) – Y-Coordinate
coordinate_Z (float) – Z-Coordinate
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Point Tag
start_point_y (float) – Start Point Coordinate Y
start_point_z (float) – Start Point Coordinate Z
end_point_y (float) – End Point Coordinate Y
end_point_z (float) – End Point Coordinate Y
point_reference (enum) – Point Reference Type Enumeration
parameters (list) – Point Reference Parameter List
- for relative reference:
+parameters = [True, distance_from_start_relative] ex: [True, 0.5]
- for absolute reference:
+parameters = [False, distance_from_start_absolute]
offset (float) – Offset Value
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Point Tag
start_point_no (int) – Start Point Number
end_point_no (int) – End Point Number
point_reference (enum) – Point Reference Type Enumeration
parameters (list) – Point Reference Parameter List
- for relative reference:
+parameters = [True, distance_from_start_relative] ex: [True, 0.5]
- for absolute reference:
+parameters = [False, distance_from_start_absolute]
offset (float) – Offset Value
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
points_no (str) – Points Number
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Point Tag
line_no (int) – Reference Line Number
point_reference (enum) – Point Reference Type Enumeration
parameters (list) – Point Reference Parameter List
- for relative reference:
+parameters = [True, distance_from_start_relative] ex: [True, 0.5]
- for absolute reference:
+parameters = [False, distance_from_start_absolute]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Point Tag
reference_point (int) – Reference Point Number
coordinate_system (list) – Coordinate System List
coordinate_system = [coordinate_Y, coordinate_Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Section Tag
name (str) – Section Name
material_no (int) – Material Number
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
sections_no (str) – Sections Number
model (RSECTION Class, optional) – Model to be edited
Dlubal Dev Docs Parameters
no (int) – Load Case Tag
action_category (enum) – Action Category Type Enumeration
to_solve (bool) – Enable/Disable To Solve Option
name (str) – User Define Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
Parameters
no (int) – Load Combination Tag
load_combination_item (list of lists) – Load Combination Item List
user_defined_name (list) – User Define Name
to_solve (bool) – Enable/Disable To Solve Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSECTION Class, optional) – Model to be edited
+ ← + + Basic Objects + + Articles + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Material Tag
name (str) – Name of Desired Material (As Named in RSTAB Database)
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
materials_no (str) – Numbers of Materials to be deleted
model (RSTAB Class, optional) – Model to be edited
Parameters
object_index (int) – Material Index
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_angle (float) – Member Rotation Angle
start_section_no (int) – Tag of Start Section
end_section_no (int) – Tag of End Section
start_member_hinge_no (int) – Tag of Start Member Hinge
end_member_hinge_no (int) – Tag of End Member Hinge
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
section_distribution_type (enum) – Section Distribution Type Enumeration
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR:
+distribution_parameters = [section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative, section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_SADDLE:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_BOTH_SIDES:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_end_is_defined_as_relative, section_distance_from_start_relative/absolute, section_distance_from_end_relative/absolute, section_alignment, section_internal]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
- for section_distribution_type == MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_END_OF_MEMBER:
+distribution_parameters = [section_distance_from_start_is_defined_as_relative, section_distance_from_start_relative/absolute, section_alignment]
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters; 1 or 2 params
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE: +rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE: +rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE: +rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE: +rotation_parameters = [rotation_surface, rotation_surface_plane_type]
start_section_no (int) – Tag of Start Section
end_section_no (int) – End of End Section
distribution_parameters (list) – Distribution Parameters
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'support':, 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'is_deactivated_for_calculation': }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
definable_stiffness (int) – Definable Stiffness Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
members_no (str) – Numbers of Members to be deleted
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_hinge_start':, 'member_hinge_end': , 'member_eccentricity_start': , 'member_eccentricity_end': , 'support':, 'member_nonlinearity': , 'member_result_intermediate_point' : , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Tag
start_node_no (int) – Tag of Start Node
end_node_no (int) – Tag of End Node
rotation_specification_type (enum) – Rotation Specification Type Enumeration
rotation_parameters (list) – Rotation Parameters
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE:
+rotation_parameters = [rotation_angle]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE:
+rotation_parameters = [rotation_help_node, rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE:
+rotation_parameters = [rotation_plane_type]
- for rotation_specification_type == MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_SURFACE:
+rotation_parameters = [rotation_surface, rotation_surface_plane_type]
section_no (int) – Section Tag
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
params = {'member_eccentricity_start': , 'member_eccentricity_end': , 'member_nonlinearity': , 'end_modifications_member_start_extension': , 'end_modifications_member_start_slope_y': , 'end_modifications_member_start_slope_z': , 'end_modifications_member_end_extension': , 'end_modifications_member_end_slope_y': , 'end_modifications_member_end_slope_z': , 'is_deactivated_for_calculation' : }
model (RSTAB Class, optional) – Model to be edited
Parameters
object_index (int) – Member Index
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Member Set
member_set_type (enum) – Member Set Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Continuous Member Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Set Tag
members_no (str) – Numbers of Members Contained Within Group of Members Member Set
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
object_index (int) – Member Set Index
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Node Tag
coordinate_X (float) – X-Coordinate
coordinate_Y (float) – Y-Coordinate
coordinate_Z (float) – Z-Coordinate
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Node Tag
start_node_no (int) – Start Node
end_node_no (int) – End Node
node_reference (enum) – Node Reference Enumeration
length_between_i_and_j (float) – Length between 2 Nodes
parameters (list) – Parameter List
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
offset_y (float) – Offset in Y-Direction
offset_z (float) – Offset in Z-Direction
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Node Tag
start_point_x (float) – Start Point in X-Coordinate
start_point_y (float) – Start Point in Y-Coordinate
start_point_z (float) – Start Point in Z-Coordinate
end_point_x (float) – End Point in X-Coordinate
end_point_y (float) – End Point in Y-Coordinate
end_point_z (float) – End Point in Z-Coordinate
node_reference (enum) – Node Reference Enumeration
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
offset_y (float) – Offset in Y-Direction
offset_z (float) – Offset in Z-Direction
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
nodes_no (str) – Numbers of Nodes to be deleted
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Node Tag
member_number (int) – Member Tag
node_reference (enum) – Node Reference Enumeration
length_between_i_and_j (int) – Length between 2 Nodes
parameters (list) –
- if distance_from_start_relative:
+parameters = [True, %]
- if distance_from_start_absolute:
+parameters = [False, magnitude]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Node Tag
coordinate_system (list) – Coordinate System
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_CARTESIAN;
+coordinate_system = [X, Y, Z]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_X_CYLINDRICAL;
+coordinate_system = [X, R, θ]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_Y_CYLINDRICAL;
+coordinate_system = [R, Ύ, θ]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_Z_CYLINDRICAL;
+coordinate_system = [R, θ, Z]
- for coordinate_system_type == NodeCoordinateSystemType.COORDINATE_SYSTEM_POLAR:
+coordinate_system = [R, θ, φ]
coordinate_system_type (enum) – Coordinate System Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
object_index (int) – Node Index
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Section Tag
name (str) – Name of Desired Section (As Named in RSTAB Database)
material_no (int) – Tag of Material assigned to Section
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
sections_no (str) – Numbers of Sections to be deleted
model (RSTAB Class, optional) – Model to be edited
Parameters
object_index (int) – Section Index
model (RSTAB Class, optional) – Model to be edited
+ ← + + Types For Timber Design + + Concrete Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Configuration Tag
name (str) – User Defined Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Configuration Tag
name (str) – User Defined Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Basic Objects + + Dynamic Loads + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Response Spectrum Tag
name (str) – User Defined Name
constant_period_step (float) – Enables Constant Period Step
sort_table (bool) – Sort Table Option
user_defined_spectrum (list of lists) – User Defined Spectrum
user_defined_spectrum = [[period, acceleration], [period, acceleration], ...]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Response Spectrum Tag
name (str) – User Defined Name
constant_period_step (float) – Enables Constant Period Step
sort_table (bool) – Sort Table Option
user_defined_spectrum (list of lists) – User Defined Spectrum
user_defined_spectrum = [[period, acceleration], [period, acceleration], ...]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Concrete Design + + Guide Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Note Tag
text (str) – Note Text
type (enum) – Note Type Enumeration
parameter (int/list) – Note Type Parameter
- for type == NoteType.NOTE_TYPE_POINT:
+parameter = [point_coordinate_x, point_coordinate_y, point_coordinate_z]
- for type == NoteType.NOTE_TYPE_NODE:
+parameter = node number
- for type == NoteType.NOTE_TYPE_MEMBER:
+parameter = [member number, note_member_reference_type enumeration, member_distance_is_defined_as_relative(bool), member_distance_relative/absolute] (if relative is true than value must be between 0.0 and 1.0)
offset_para (list) – Offset Parameter
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XYZ:
+offset_para = [offset_coordinate_x, offset_coordinate_y, offset_coordinate_z]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XY:
+offset_para = [offset_coordinate_x, offset_coordinate_y]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_XZ:
+offset_para = [offset_coordinate_x, offset_coordinate_z]
- for offset_para[0] == NoteOffsetType.OFFSET_TYPE_YZ:
+offset_para = [offset_coordinate_y, offset_coordinate_z]
rotation (float) – Note Display Rotation
display_style (int) – Note Display Style Tag (Value must be from 0 to 4)
name (str) – User Defined Name
show_comment (bool) – Enable/disable Show Comment
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) - Model to be edited
+ ← + + Dynamic Loads + + Imperfections + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
type (enum) – Imperfection Type
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without Assigned Imperfection Case
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
imperfection_cases (list) – Imperfection Cases items
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Imperfection Case Initial Sway via Table
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
direction (enum) – Imperfection Case Direction Enumeration
direction_for_level_direction (enum) – Direction For Level Direction Enumeration
coordinate_system (int) – Coordinate system
sway_coefficients_reciprocal (bool) – Sway Coefficient as reciprocal of 1
level_imperfections (list) – Level Imperfections
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Imperfection Case Local Imperfections
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_combinations (str, optional) – Assigned Load Combinations
assigned_to_load_cases (str, optional) – Assigned Load Cases
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Imperfection Case
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
load_case_for_notional_loads (int) – Load Case for Notional Loads
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Static Deformation Type
Parameters
no (int) – Imperfection Case Tag
assigned_to_load_cases (str, optional) – Assigned to Load Case
assigned_to_load_combinations (str, optional) – Assigned to Load Combinations
assign_to_combinations_without_assigned_imperfection_case (bool) – Assign to all Load Combinations without assigned Imperfection Case
direction (enum) – Imperfection Case Direction Enumeration
coordinate_system (int) – Coordinate System
source (enum) – Imperfection Case Source Type Enumeration
imperfection_shape_from (int) – Imperfection Shape From
imperfection_magnitude (float) – Imperfection Magnitude
magnitude_assignment_type (enum) – Imperfection Case Assignment Type Enumeration
reference_node (int) – Reference Node
active (bool) – Active
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Member Imperfection +An imperfection case must be created before.
Parameters
no (int) – Member Imperfection Tag
imperfection_case (int) – Imperfection Case Number
members (str) – Assigned to Members
imperfection_type (enum) – Member Imperfection Type Enumeration
definition_type (enum) – Member Imperfection Definition Type Enumeration
imperfection_direction (enum) – Imperfection Direction Enumeration
parameters (list) – Parameters depending on Imperfection and Definition type
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Member Imperfection +An imperfection case must be created before.
Parameters
no (int) – Member Set Imperfection Tag
imperfection_case (int) – Imperfection Case Number
member_sets (str) – Assigned to Member Sets
imperfection_type (enum) – Member Imperfection Type Enumeration
definition_type (enum) – Member Imperfection Definition Type Enumeration
imperfection_direction (enum) – Imperfection Direction Enumeration
parameters (list) – Parameters depending on Imperfection and Definition type
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Guide Objects + + Load Cases And Combinations + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Combination Wizard Tag
name (int) – User-Defined Name
static_analysis_settings (int) – Assign Static Analysis Settings
stability_analysis_setting (int) – Assign Stability Analysis Setting
consider_imperfection_case (bool) – Enable/disable Imperfection Case
generate_same_CO_without_IC (bool) – Enable/disable Generate same CO without IC
initial_state_case (int) – Assign Initial State Case
initial_state_definition_type (enum) – Initial State Defintion Type Enumeration
structure_modification (int) – Structure Modification to be considered
user_defined_action_combinations (bool) – Enable/disable User defined Combinations
favorable_permanent_actions (bool) – Enable/diable Favourable Permanent Actions
reduce_number_of_generated_combinations (bool) – Enable/disable Reduce Number of Generated Combinations
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Combination Wizard Tag
name (int) – User-Defined Name
stability_analysis_setting (int) – Assign Stability Analysis Setting
consider_imperfection_case (bool) – Enable/disable Imperfection Case
generate_same_CO_without_IC (bool) – Enable/disable Generate same CO without IC
user_defined_action_combinations (bool) – Enable/disable User defined Combinations
favorable_permanent_actions (bool) – Enable/diable Favourable Permanent Actions
generate_subcombinations_of_type_superposition (bool) – Enable/disable Subcombinations of Type Superposition
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Design Situation Tag
design_situation_type (enum) – Design Situation Type Enumeration
active (bool) – Enable/Disable Design Situation Activity
name (str, optional) – User-Defined Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Case Tag
name (str) – Load Case Name
self_weight (list) – Self-Weight Parameters
self_weight = [self_weight_active, self_weight_factor_x, self_weight_factor_y, self_weight_factor_z]
action_category (enum) – Action Category Enumeration
imperfection_case (int, optional) – Assign Imperfection Case
structure_modification (int, optional) – Assign Structure Modification
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Case Tag
name (str) – Load Case Name
to_solve (bool) – Enable/Disbale Load Case Solver Status
analysis_settings_no (int) – Analysis Settings Number
action_category (enum) – Action Category Enumeration
self_weight (list) – Self-weight Considerations
- for self-weight considerations;
+self_weight = [True, self_weight_factor_x, self_weight_factor_y, self_weight_factor_z]
- for no self-weight considerations;
+self_weight = [False]
imperfection_case (int, optional) – Assign Imperfection Case
structure_modification (int, optional) – Assign Structure Modification
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
params (dict, optional): Combination Wizard Parameters
params = {"current_standard_for_combination_wizard": 6207 (opens new window), "activate_combination_wizard_and_classification": True, "activate_combination_wizard": True, "result_combinations_active": False, "result_combinations_parentheses_active": False, "result_combinations_consider_sub_results": False, "combination_name_according_to_action_category": False}
model (RSTAB Class, optional) – Model to be edited
Parameters
Parameters
no (int) – Load Combination Tag
analysis_type (enum) – Analysis Type Enumeration
design_situation (int) – Design Situation
name (str) – User defined Combination Name
static_analysis_settings (int) – Static Analysis Settings Number
consider_imperfection (bool) – Consider Imperfection Options
consider_initial_state (bool) – Consider Initial State
structure_modification (bool) – Enable/Disable Structure Modification
to_solve (bool) – Decide to solve
combination_items (list of list) – Combination Items
- for Combination Items;
+combination_items = [[factor, load_case, action, is_leading],…]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Setting Tag
name (str) – Setting Name
number_of_modes_method (enum) – Method for dertermining the number of nodes
number_of_modes (int) – Number of modes
solution_method (enum) – Modal solution method enumeration
find_modes_beyond_frequency (bool) – Find modes beyond frequency
frequency_f (float) – Frequency f (Hz)
maxmimum_natural_frequency (float) – Maximum natural frequency
effective_modal_mass_factor (float) – Effective modal mass factor
mass_matrix_type (enum) – Modal Mass Matrix Type Enumeration
mass_conversion_type (enum) – Modal Mass Conversion Type Enumeration
acting_masses (list) – Acting Masses Directions List
neglect_masses (enum) – Modal Neglect Masses Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Setting Tag
name (str) – Setting Name
solution_method (enum) – Modal solution method enumeration
effective_modal_mass_factor (float) – Effective modal mass factor
mass_matrix_type (enum) – Modal Mass Matrix Type Enumeration
mass_conversion_type (enum) – Modal Mass Conversion Type Enumeration
acting_masses (list) – Acting Masses Directions List
neglect_masses (enum) – Modal Neglect Masses Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Setting Tag
name (str) – Setting Name
solution_method (enum) – Modal solution method enumeration
find_modes_beyond_frequency (bool) – Find modes beyond frequency
frequency_f (float) – Frequency f (Hz)
maxmimum_natural_frequency (float) – Maximum natural frequency
mass_matrix_type (enum) – Modal Mass Matrix Type Enumeration
mass_conversion_type (enum) – Modal Mass Conversion Type Enumeration
acting_masses (list) – Acting Masses Directions List
neglect_masses (enum) – Modal Neglect Masses Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Setting Tag
name (str) – Setting Name
number_of_modes (int) – Number of modes
solution_method (enum) – Modal solution method enumeration
find_modes_beyond_frequency (bool) – Find modes beyond frequency
frequency_f (float) – Frequency f (Hz)
mass_matrix_type (enum) – Modal Mass Matrix Type Enumeration
mass_conversion_type (enum) – Modal Mass Conversion Type Enumeration
acting_masses (list) – Acting Masses Directions List
neglect_masses (enum) – Modal Neglect Masses Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Result Combination Tag
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Sprectral Analysis Settings Tag
name (str) – Sprectral Analysis Settings Name
periodic_combination (enum) – Periodic Combination Rule Enumeration
directional_combination (enum) – Directional Component Combination Rule Enumeration
equivalent_linear_combination (bool) – Equivalent Linear Combination Boolean
save_mode_results (bool) – Save Mode Results Boolean
signed_dominant_mode_results (bool) – Signed Dominant Mode Results Boolean
directional_component_scale_value (float) – Directional Component Scale Value
damping_for_cqc_rule (enum) – Cqs Damping Rule Enumeration
constant_d_for_each_mode (float) – Constant d for Each Mode
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str) – Stability Analysis Setting Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
number_of_lowest_eigenvalues (int) – Number of Lowest Eigenvalues
considered_favored_effect (bool) – Considered Favored Effect
critical_load_factor (int, optional) – Critical Load Factor
- for find_eigenvectors_beyond_critical_load_factor == False:
+critical_load_factor = None
- for find_eigenvectors_beyond_critical_load_factor == True:
+critical_load_factor = int
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain
- for no minimum initial strain application:
+minimum_initial_strain == 0 or minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
eigenvalue_method (enum) – StabilityAnalysisSettings Eigenvalue Method Enumeration
matrix_type (enum) – StabilityAnalysisSettings Matrix Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
number_of_lowest_eigenvalues (int) – Number of Lowest Eigenvalues
considered_favored_effect (bool) – Considered Favored Effect
critical_load_factor (int, optional) – Critical Load Factor
- for find_eigenvectors_beyond_critical_load_factor == False:
+critical_load_factor = None
- for find_eigenvectors_beyond_critical_load_factor == True:
+critical_load_factor = int
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain
- for no minimum initial strain application:
+minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
incrementally_increasing_loading (list) – Incrementally Increasing Loading
incrementally_increasing_loading = [initial_load_factor, load_factor_increment, refinement_of_the_last_load_increment, maximum_number_of_load_increments]
stopping_of_load_increasing (list, optional) – Stopping of Load Increasing
- for stopping of load increasing deactivated:
+stopping_of_load_increasing = None
- for result u:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U, limit_result_displacement, limit_node]
- for result uX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_X, limit_result_displacement, limit_node]
- for result uY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Y, limit_result_displacement, limit_node]
- for result uZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Z, limit_result_displacement, limit_node]
- for result phi:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI, limit_result_rotation, limit_node]
- for result phiX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_X, limit_result_rotation, limit_node]
- or result phiY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Y, limit_result_rotation, limit_node]
- for result phiZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Z, limit_result_rotation, limit_node]
save_results_of_all_increments (bool, optional) – Save Results of All Increments
eigenvalue_method (enum) – StabilityAnalysisSettings Eigenvalue Method Enumeration
matrix_type (enum) – StabilityAnalysisSettings Matrix Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Stability Analysis Setting Tag
name (str, optional) – Stability Analysis Setting Name
minimum_initial_strain (optional) – Minimum Initial Strain
- for minimum initial strain application:
+minimum_initial_strain != 0 or minimum_initial_strain
- for no minimum initial strain application:
+minimum_initial_strain == 0 or minimum_initial_strain is None
local_torsional_rotations (optional) – Local Torsional Rotations
- for no local torsional rotations display:
+local_torsional_rotations = None
- for local torsional rotations display:
+local_torsional_rotations = double
incrementally_increasing_loading (list) – Incrementally Increasing Loading
incrementally_increasing_loading = [initial_load_factor, load_factor_increment, refinement_of_the_last_load_increment, maximum_number_of_load_increments]
stopping_of_load_increasing (list, optional) – Stopping of Load Increasing
- for stopping of load increasing deactivated:
+stopping_of_load_increasing = None
- for result u:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U, limit_result_displacement, limit_node]
- for result uX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_X, limit_result_displacement, limit_node]
- for result uY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Y, limit_result_displacement, limit_node]
- for result uZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_DISPLACEMENT_U_Z, limit_result_displacement, limit_node]
- for result phi:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI, limit_result_rotation, limit_node]
- for result phiX:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_X, limit_result_rotation, limit_node]
- for result phiY:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Y, limit_result_rotation, limit_node]
- for result phiZ:
+stopping_of_load_increasing = [StabilityAnalysisSettingsStoppingOfLoadIncreasingResult.RESULT_TYPE_ROTATION_PHI_Z, limit_result_rotation, limit_node]
save_results_of_all_increments (bool, optional) – Save Results of All Increments
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str) – Static Analysis Setting Name
analysis_type (enum) – Analysis Type Enumeration
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str) – Static Analysis Setting Name
load_modification (list) – Load Modification Parameters
load_modification = [loading_by_multiplier_factor, multiplier_factor, dividing_results]
mass_conversion (list) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str) – Static Analysis Setting Name
iterative_method (enum) – Static Analysis Settings Iterative Method for Non-linear Analysis Enumeration
precision_of_convergence_criteria_for_nonlinear_calculation (float) – Precision of Convergence defaults to 0
max_number_of_iterations (float) – Maximum Number of Iterations
number_of_load_increments (float) – Number of Load Increments
load_modification (list) – Load Modification Parameters
load_modification = [loading_by_multiplier_factor, multiplier_factor, dividing_results]
bourdon_effect (bool) – Bourdon Effect Boolean
mass_conversion (list) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Static Analysis Setting Tag
name (str) – Static Analysis Setting Name
max_number_of_iterations (int) – Maximum Number of Iterations
number_of_load_increments (int) – Number of Load Increments
load_modification (list) – Modify Loading by Multiplier Factor
load_modification = [modify_loading_by_multiplier_factor, loading_multiplier_factor, divide_results_by_loading_factor]
precision_of_convergence_criteria_for_nonlinear_calculation (float) – Precision of Convergence defaults to 0
favorable_effect_due_to_tension_in_members (bool) – Favorable Effect due to Tension In Members Boolean
bourdon_effect (bool) – Bourdon Effect Boolean
internal_forces_to_deformed_structure (list) – Internal Forces to Deformed Structure List
internal_forces_to_deformed_structure = [refer_internal_forces_to_deformed_structure, internal_forces_to_deformed_structure_for_moments, internal_forces_to_deformed_structure_for_normal_forces, internal_forces_to_deformed_structure_for_shear_forces]
mass_conversion (list) – Mass Conversion Parameters
mass_conversion = [mass_conversion_enabled, mass_conversion_factor_in_direction_x, mass_conversion_factor_in_direction_y, mass_conversion_factor_in_direction_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Imperfections + + Loads + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
node_no (str) – Assigned node(s)
load_parameter (list) – Load Parameters List
load_parameter = [imposed_displacement_x, imposed_displacement_y, imposed_displacement_z, imposed_rotation_x, imposed_rotation_y imposed_rotation_z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Members
load_direction (enum) – Load Directin Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction (enum) – Member Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [epsilon]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, epsilon3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = [magnitude]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance, magnitude], …]
force_eccentricity (bool) – Enable/Disable Force Eccentricity Option
list_reference (bool) – Enable/Disable List Reference Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
for force_eccentricity == True: +params = {‘eccentricity_horizontal_alignment’: MemberLoadEccentricityHorizontalAlignment.ALIGN_NONE, ‘eccentricity_vertical_alignment’: MemberLoadEccentricityVerticalAlignment.ALIGN_NONE, ‘eccentricity_section_middle’: MemberLoadEccentricitySectionMiddle.LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, ‘is_eccentricity_at_end_different_from_start’: False, ‘eccentricity_y_at_end’: 0.0, ‘eccentricity_y_at_start’: 0.0, ‘eccentricity_z_at_end’: 0.0, ‘eccentricity_z_at_start’: 0.0}
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction (enum) – Member Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
individual_mass_components (bool) – Enable/Disable Individual Mass Components Option
mass_components (list) – Mass Components List
- if individual_mass_components == False:
+mass_components = [M]
- else:
+mass_components = [Mx, My, Mz, Ix, Iy, Iz]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Load Distribution Enumeration
load_direction (enum) – Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction_orientation (enum) – Member Load Direction Enumeration
specific_weight (float) – Specific Weight
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_direction_orientation (enum) – Member Load Direction Enumeration
specific_weight (float) – Specific Weight
filling_height (float) – Filling Height
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
pressure (float) – Pressure
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
angular_acceleration (float) – Angular Acceleration
angular_velocity (float) – Angular Velocity
axis_definition_type (enum) – Member Load Axis Definition Type Enumeration
axis_orientation (enum) – Member Load Axis Orientation Enumeration
axis_definition (enum) – Member Load Axis Definition Enumeration
axis_definition_p1 (list) – P1 List [X, Y, Z]
axis_definition_p2 (list) – P2 List [X, Y, Z]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, magnitude], …]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution Enumeration
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tt, tb]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length == False:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length == True:
+load_parameter = [tt1, tt2, tb1, tb2]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [tb1, tb2, tb3, tt1, tt2, tt3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – List Reference Boolean
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
members_no (str) – Assigned Member(s)
load_distribution (enum) – Member Load Distribution
load_direction (enum) – Member Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter List
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tc, delta_t]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length == False:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length == True:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [delta_t_1, delta_t_2, delta_t_3, t_c_1, t_c_2, t_c_3]
- for load_distribution == MemberLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, magnitude], …]
list_reference (bool) – Enable/Disable List Reference Option
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Set
load_direction (enum) – MemberSet Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [epsilon]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [epsilon1, epsilon2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [epsilon1, epsilon2, epsilon3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameter
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM_TOTAL:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING_IN_Z:
+load_parameter = [[distance, delta_distance, magnitude], …]
force_eccentricity (bool) – Force Eccentricity Option
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
- for force_eccentricity == True:
+params = {‘eccentricity_horizontal_alignment’: MemberSetLoadEccentricityHorizontalAlignment.ALIGN_NONE, ‘eccentricity_vertical_alignment’: MemberSetLoadEccentricityVerticalAlignment.ALIGN_NONE, ‘eccentricity_section_middle’: MemberSetLoadEccentricitySectionMiddle.LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, ‘is_eccentricity_at_end_different_from_start’: False, ‘eccentricity_y_at_end’: 0.0, ‘eccentricity_y_at_start’: 0.0, ‘eccentricity_z_at_end’: 0.0, ‘eccentricity_z_at_start’: 0.0}
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction (enum) – MemberSet Load Direction Enumeration
magnitude (float) – Load Magnitude
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
individual_mass_components (bool) – Individiual Mass Components Option
mass_components (list) – Mass Components
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [relative_distance = False, magnitude, distance_a]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude, count_n, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, relative_distance_c = False, magnitude, distance_a, distance_b, distance_c]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [relative_distance_a = False, relative_distance_b = False, magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZOIDAL:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [relative_distance_a = False, relative_distance_b = False,magnitude_1, magnitude_2, distance_a, distance_b]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution == MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction_orientation (enum) – MemberSet Load Direction Orientation Enumeration
specific_weight (float) – Specific Weight
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_direction_orientation (enum) – MemberSet Load Direction Orientation Enumeration
specific_weight (float) – Specific Weight
filling_height (float) – Filling Height
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
pressure (float) – Pressure
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [magnitude_1, magnitude_2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Lenth Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
angular_acceleration (float) – Angular Acceleration
angular_velocity (float) – Angular Velocity
axis_definition_type (enum) – MemberSet Load Axis Definition Type Enumeration
axis_orientation (enum) – MemberSet Load Axis Orientation Enumeration
axis_definition (enum) – MemberSet Load Axis Definition Enumeration
axis_definition_p1 (list) – Axis Definition First Point
axis_definition_p2 (list) – Axis Definition Second Point
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [magnitude]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_1:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_a]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_N:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2x2:
+load_parameter = [magnitude, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_c_is_defined_as_relative = False, distance_a, distance_b, distance_c]
- for load_distrubition = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_2:
+load_parameter = [magnitude_1, magnitude_2, distance_a_is_defined_as_relative = False, distance_b_is_defined_as_relative = False, distance_a, distance_b]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [magnitude_1, magnitude_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [magnitude_1, magnitude_2, magnitude_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tt, tb]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [tt1, tt2, tb1, tb2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [tt1, tt2, tb1, tb2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [tb1, tb2, tb3, tt1, tt2, tt3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Enable/Disable Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
member_sets (str) – Assigned Member Sets
load_distribution (enum) – MemberSet Load Distribution Enumeration
load_direction (enum) – MemberSet Load Direction Enumeration
load_parameter (list/list of lists) – Load Parameters
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM:
+load_parameter = [tc, delta_t]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TRAPEZIODAL:
- for load_over_total_length: bool= False:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_over_total_length: bool= True:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_TAPERED:
+load_parameter = [delta_t_1, delta_t_2, t_c_1, t_c_2, distance_a_relative = False, distance_a_relative = False, a_distance, b_distance]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_PARABOLIC:
+load_parameter = [delta_t_1, delta_t_2, delta_t_3, t_c_1, t_c_2, t_c_3]
- for load_distribution = MemberSetLoadDistribution.LOAD_DISTRIBUTION_VARYING:
+load_parameter = [[distance, delta_distance, magnitude], …]
load_over_total_length (bool) – Load Over Total Length Option
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Force Magnitude
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
components (list) – Component Magnitude List
specific_direction (bool) – Enable/Disable Specific Direction Option
force_eccentricity (bool) – Enable/Disable Force Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For force_eccentricity;
+params={‘force_eccentricity’ : [ex, ey, ez]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
magnitude (float) – Force Magnitude
force_eccentricity (bool) – Enable/Disable Force Eccentricity Option
specific_direction (bool) – Enable/Disable Specific Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_DIRECTED_TO_NODE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_DIRECTED_TO_NODE, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_TWO_NODES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For force_eccentricity;
+params={‘force_eccentricity’ : [ex, ey, ez]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Load Case Number
nodes_no (str) – Assigned Nodes
individual_mass_components (bool) – Enable/Disable Mass Component Option
mass (list) – Mass parameter List
- if individual_mass_components == False:
+mass = [M]
- elif individual_mass_components == True:
+mass = [Mx, My, Mz, Ix, Iy, Iz]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Load Tag
load_case_no (int) – Assigned Load Case
nodes_no (str) – Assigned Nodes
load_direction (enum) – Load Direction Enumeration
moment_magnitude (float) – Moment Magnitude
specific_direction (bool) – Enable/Disable Specific Direction Option
shifted_display (bool) – Enable/Disable Shifted Display Option
comment (str, optional) – Comments
params (dict, optional) –
- For specific_direction type DIRECTION_TYPE_ROTATED_VIA_3_ANGLES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_ROTATED_VIA_3_ANGLES, NodalLoadAxesSequence, angle_1, angle_2, angle_3, angle_x, angle_y, angle_z]}
- For specific_direction type DIRECTION_TYPE_DIRECTED_TO_NODE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_DIRECTED_TO_NODE, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_TWO_NODES;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, nodes_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, line_no]}
- For specific_direction type DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER;
+params={‘specific_direction’ : [NodalLoadSpecificDirectionType.DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, member_no]}
- For shifted_display;
+params={‘shifted_display’ : [offset_x, offset_y, offset_y, distance]}
model (RSTAB Class, optional) – Model to be edited
+ ← + + Load Cases And Combinations + + Special Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Nodal Release Tag
nodes (str) – Assigned Nodes
nodal_release_type (int) – Nodale Release Type Number
release_location (enum) – Nodal Release Release Location Enumeration
released_members (str) – Assigned Released Members
deactivate_release (bool) – Activate/Deactivate Nodal Release
name (str, optional) – User Defined Nodal Release Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Modify only objects allready existing and used/assigned in the model.
Parameters
no (int, optional) – Structure Modification Tag
modify_stiffnesses (dict, optional) – Modify Stiffnesses
modify_stiffnesses_materials_list (list, optional) – Modify Stiffnesses Materials List
modify_stiffnesses_sections_list (list, optional) – Modify Stiffnesses Sections List
modify_stiffnesses_members_list (list, optional) – Modify Stiffnesses Members List
modify_stiffnesses_member_hinges_list (list, optional) – Modify Stiffnesses Member Hinges List
modify_stiffnesses_nodal_supports_list (list, optional) – Modify Stiffnesses Nodal Supports List
modify_stiffnesses_member_supports_list (list, optional) – Modify Stiffnesses Member Supports List List
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
material_item = {'no': 1, 'material_name': 1, 'modification_type': 'DIVISION_FACTOR', 'E_and_G': 1.5, 'comment': 'comment'}
section_item = {'no': 1, 'section_name': 'IPN 300', 'A': 1.0, 'A_y':1.0, 'A_z': 1.0, 'J': 1.0, 'I_y': 1.0, 'I_z': 1.0}
member_item = {'no': 2, 'member_modification': 1, 'members':'11', 'comment': ''}
member_hinge_item = {'no': 1, 'member_side': 'Start', 'C_u_x': 1, 'C_u_y': 0, 'C_u_z': 0, 'C_phi_x': 0, 'C_phi_y': 0, 'C_phi_z': 0}
nodal_support_item = {'C_u_X': 1, 'C_u_Y': 0, 'C_u_Z': 0, 'C_phi_X': 0, 'C_phi_Y': 0, 'C_phi_Z': 0}
member_support_item = {'C_u_x': 1, 'C_u_y': 0, 'C_u_z': 0, 'C_s_x': 0, 'C_s_y': 0, 'C_s_z': 0, 'C_phi_x': 0}
modify_stiffness = {'modify_stiffnesses_gamma_m': False, 'modify_stiffnesses_materials': False, 'modify_stiffnesses_sections': False, 'modify_stiffnesses_members': False, 'modify_stiffnesses_member_hinges': False, 'modify_stiffnesses_nodal_supports': False, 'modify_stiffnesses_member_supports': False, 'modify_stiffness_timber_members_due_moisture_class': False, 'nonlinearities_disabled_material_nonlinearity_models': False, 'nonlinearities_disabled_material_temperature_nonlinearities': False, 'nonlinearities_disabled_member_types': False, 'nonlinearities_disabled_member_nonlinearities': False, 'nonlinearities_disabled_member_hinges': False, 'nonlinearities_disabled_nodal_supports': False, 'nonlinearities_disabled_member_supports': False, 'deactivate_members_enabled': False}
+ ← + + Loads + + Steel Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Steel Design Ultimate Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Steel Design Serviceability Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Special Objects + + Timber Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Timber Design Service Limit State Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Timber Design Ultimate Configuration Tag
name (str) – User Defined Configuration Name
members_no (str) – Assign Configuration to Selected Members
member_sets_no (str) – Assign Configuration to Selected Member Sets
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Steel Design + + Types for Aluminum Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Aluminum Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
torsional_buckling (bool) – Torsional Buckling Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
principal_section_axes (bool) – Principal Section Axes Option
geometric_section_axes (bool) – Geometric Section Axes Option
name (str) – User Defined Effective Length Name
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_of_mcr (enum) – Aluminum Effective Lengths Determination Mcr Europe Enumeration Item
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of lists) – Components Table Definition
components[i][0] (enum): Aluminum Member Local Section Reduction Type Enumeration
components[i][1] (float): Position Value
components[i][2] (bool): Enable/Disable Multiple Option
components[i][3] (enum): Fastener Definition Type Enumeration
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_ABSOLUTE:
+components[i][4] (float): Reduction Area
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_RELATIVE:
+components[i][4] (float): Reduction Area Factor (value must be between 0.0 and 1.0)
if components[i][2] == True
+components[i][5] (int): Multiple Number
+components[i][6] (enum): Multiple Offset Definition Type Enumeration
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_ABSOLUTE:
+components[i][7] (float): Multiple Offset Value
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_RELATIVE:
+components[i][7] (float): Multiple Offset Value (value must be between 0.0 and 1.0)
name (str) – User Defined Local Section Reduction Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Line Welded Joint Tag
name (str) – Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
component (list) – Weld Components
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Timber Design + + Types for Concrete Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Member Definable Stiffness Tag
name (str) – User Defined Name
members (str) – Assigned Members
torsional_stiffness (float) – Torsional Stiffness
bending_stiffness_y (float) – Bending Stiffness in Y Direction
bending_stiffness_z (float) – Bendign Stiffness in Z Direction
axial_stiffness (float) – Axial Stiffness
shear_stiffness_y (float) – Shear Stiffness in Y Direction
shear_stiffness_z (float) – Shear Stiffness in Z Direction
specific_weight (float) – Specific Weight
section_area (float) – Section Area
rotation (float) – Rotation
thermal_expansion_alpha (float) – Thermal Expansion Alpha Coefficient
thermal_expansion_width (float) – Thermal Expansion Witdh Coefficient
thermal_expansion_height (float) – Thermal Expansion Height Coefficient
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Eccentricity Tag
name (str) – User Defined Name
eccentricity_type (enum) – Member Eccentricity Specification Type Enumeration
eccentricity_parameters (list) – Eccentricity Parameters List
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_RELATIVE:
+eccentricity_parameters = [horizontal_section_alignment, vertical_section_alignment]
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_ABSOLUTE:
+eccentricity_parameters = [coordinate_system, offset_x, offset_y, offset_z]
- for eccentricity_type == MemberEccentricitySpecificationType.TYPE_RELATIVE_AND_ABSOLUTE:
+eccentricity_parameters = [coordinate_system, offset_x, offset_y, offset_z, horizontal_section_alignment, vertical_section_alignment]
transverse_offset_type (enum) – Member Eccentricity Transverse Offset Type Enumeration
transverse_offset_parameters (list) – Transverse Offset Parameters List
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_NONE:
+transverse_offset_parameters = None
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_FROM_SURFACE_THICKNESS:
+transverse_offset_parameters = [transverse_offset_reference_surface, transverse_offset_vertical_alignment]
- for transverse_offset_type == MemberEccentricityTransverseOffsetType.TRANSVERSE_OFFSET_TYPE_FROM_MEMBER_SECTION:
+transverse_offset_parameters = [transverse_offset_reference_member, transverse_offset_member_reference_node, transverse_offset_horizontal_alignment, transverse_offset_vertical_alignment]
axial_offset_active (bool) – Enable/Disable Axial Offset
hinge_location_at_node (bool) – Enable/Disable Hinge Location at Node
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Hinge Tag
coordinate_system (str) – Coordinate System Selection
member (str) – Assigned Members
translational_release_n (float) – Translational Spring Constant X
translational_release_vy (float) – Translational Spring Constant Y
translational_release_vz (float) – Translational Spring Constant Z
rotational_release_mt (float) – Rotational Spring Constant X
rotational_release_my (float) – Rotational Spring Constant Y
rotational_release_mz (float) – Rotational Spring Constant Z
translational_release_n_nonlinearity (list) – Nonlinearity Options Translational X
translational_release_vy_nonlinearity (list) – Nonlinearity Options Translational Y
translational_release_vz_nonlinearity (list) – Nonlinearity Options Translational Z
rotational_release_mt_nonlinearity (list) – Nonlinearity Options Rotational X
rotational_release_my_nonlinearity (list) – Nonlinearity Options Rotational Y
rotational_release_mz_nonlinearity (list) – Nonlinearity Options Rotational Z
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Nonlinearity Tag
members (str) – Assigned Members
nonlinearity_type (enum) – Member Nonlinearity Type Enumeration Item
parameters (list) – Nonlinearity Parameters
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Result Intermediate Point Tag
members (str) – Assigned Members
point_count (int) – Assigned Point Number
uniform_distribution (bool) – Uniform Distrubition Option
distances (list of lists) – Distances Table
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
sheeting_material (str) – Sheeting Material
sheeting_name (str) – Sheeting Name According to Library
position_of_sheeting (enum) – Position of Sheeting Enumeration
continuous_beam_effect (enum) – Continous Beam Effect Enumeration
section_deformation_cdb (bool) – Section Deformation Cdb Option
modulus_of_elasticity (float, optional) – Modulus of Elasticity
sheeting_thickness (float, optional) – Sheeting Thickness
sheeting_moment_of_inertia (float, optional) – Sheeting Moment of Inertia
sheeting_distance_of_ribs (float, optional) – Sheeting Distance of Ribs
width_of_sheeting_flange (float, optional) – Width of Sheeting Flange
spring_stiffness (float) – Spring Stiffness
beam_spacing (float) – Beam Spacing
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
section_material (str) – Section Material
section_name (str) – Section Name
rotational_stifness (list) – Rotational Stiffness
- if rotational_stiffness[0] == MemberRotationalRestraintRotationalStiffness.ROTATIONAL_STIFFNESS_INFINITELY:
+pass
- elif rotational_stiffness[0] == MemberRotationalRestraintRotationalStiffness.ROTATIONAL_STIFFNESS_MANUALLY:
+rotational_stiffness[1] (float): Rotational Stiffness Value
continous_beam_effect (enum) – Continous Beam Effect Enumeration
section_deformation_cdb (bool) – Section Deformation Cdb Option
modulus_of_elasticity (float, optional) – Modulus of Elasticity
section_moment_of_inertia (float, optional) – Section Moment of Inertia
purlin_spacing (float) – Purlin Spacing
beam_spacing (float) – Beam Spacing
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Member Rotational Restraint Tag
name (str) – User Defined Member Rotational Restraint Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
rotational_spring_stiffness (float) – Rotational Spring Stiffness
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
sheeting_name (str) – Sheeting Name According to Library
fastening_arrangement (enum) – Fastening Arrangement Enumeration
panel_length (float) – Panel Length
beam_spacing (float) – Beam Spacing
coefficient_k1 (float, optional) – Coefficient K1
coefficient_k2 (float, optional) – Coefficient K2
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
material_name (str) – Material Name
diagonal_section (str) – Diagonal Section
posts_section (str) – Posts Section
modulus_of_elasticity (float, optional) – Modulus of Elasticity
panel_length (float) – Panel Length
beam_spacing (float) – Beam Spacing
posts_spacing (float) – Posts Spacing
number_of_bracings (int) – Number of Bracings
diagonals_section_area (float, optional) – Diagonals Section Area
posts_section_area (float, optional) – Posts Section Area
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
shear_panel_stiffness (float) – Shear Panel Stiffness
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Member Shear Panel Tag
name (str) – User Defined Member Shear Panel Name
- if name == '':
+user_defined_name_enabled = False (Automatic Name Assignment)
- else:
+user_defined_name_enabled = True
+name = User Defined Name
sheeting_name (str) – Sheeting Name According to Library
material_name (str) – Material Name
diagonal_section (str) – Diagonal Section
posts_section (str) – Posts Section
fastening_arrangement (enum) – Fastening Arrangement Enumeration
modulus_of_elasticity (float, optional) – Modulus of Elasticity
panel_length (float) – Panel Length
girder_length_definition (list) – Girder Length Definition List
girder_length_definition[0] (bool): Activate/Deactivate Automatically Girder Length
girder_length_definition[1] (float): Girder Length Value
beam_spacing (float) – Beam Spacing
coefficient_k1 (float, optional) – Coefficient K1
coefficient_k2 (float, optional) – Coefficient K2
posts_spacing (float) – Posts Spacing
number_of_bracings (int) – Number of Bracings
diagonals_section_area (float, optional) – Diagonals Section Area
posts_section_area (float, optional) – Posts Section Area
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional): Model to be edited
Parameters
no (int) – Modification Tag
assigned_structure_modification (str) – Assigned Structure Modification
modification_type (enum) – Member Stiffness Modification Type Enumeration Item
parameters (list) – Parameters List
- for modification_type == “TYPE_TOTAL_STIFFNESSES_FACTORS”:
+parameters = [total_stiffness_factor]
- for modification_type == “TYPE_PARTIAL_STIFFNESSES_FACTORS”:
+parameters = [factor_of_axial_stiffness, factor_of_bending_y_stiffness, factor_of_bending_z_stiffness, partial_stiffness_factor_of_shear_y_stiffness, partial_stiffness_factor_of_shear_z_stiffness, partial_stiffness_factor_of_torsion_stiffness, partial_stiffness_factor_of_weight]
- for modification_type == “TYPE_CONCRETE_STRUCTURES_ACI”:
+parameters = [concrete_structure_component_type, factor_of_axial_stiffness, factor_of_bending_y_stiffness, factor_of_bending_z_stiffness]
- for modification_type == “TYPE_CONCRETE_STRUCTURES_CSA”:
+parameters = [concrete_structure_component_type, factor_of_axial_stiffness, factor_of_bending_y_stiffness, factor_of_bending_z_stiffness]
- for modification_type = “TYPE_STEEL_STRUCTURES”:
+parameters = [steel_structure_determine_tau_b, steel_structure_design_method]
- for modification_type = “TYPE_STEEL_STRUCTURES_CSA”:
+parameters = [steel_structure_csa_determine_tau_b, factor_of_axial_stiffness, factor_of_bending_z_stiffness, steel_structure_csa_stiffness_factor_of_shear_y_stiffness, steel_structure_csa_stiffness_factor_of_shear_z_stiffness, steel_structure_csa_stiffness_factor_of_torsion_stiffness]
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Support Tag
members (str) – Assigned Members
spring_translation_x (float) – Translational X Spring Constant
spring_translation_y (float) – Translational Y Spring Constant
spring_translation_z (list) – [Translational Z Spring Constant, Nonlinearity Type]
spring_rotation (float) – Rotational Spring Constant
spring_shear_x (float) – Shear X Spring Constant
spring_shear_y (float) – Shear Y Spring Constant
spring_shear_z (float) – Shear Z Spring Constant
member_rotational_restraint (list) – Member Rotational Restraint Option
if member_rotational_restraint:
+member_rotational_restraint[0] (int): Member Rotational Restraint Number
+member_rotational_restraint[1] (float): Load Introduced from Sheeting to Beam
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Member Transverse Stiffener Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of components) – List of components dictionary
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Types for Concrete Design + + Types For Nodes + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Sets Nodal Support Conditions
Parameters
clientObject – Client Model Object | Nodal Support
C_u_X,Y,Z (float) – Translational Support Conditions in Respected Direction
C_phi_X,Y,Z (float) – Rotational Support Conditions about Respected Axis
Returns
Initialized Client Model Object | Nodal Support
Return type
clientObject
Nodal Support
Parameters
no (int) – Nodal Support Tag
nodes_no (str) – Assigned to Nodes
support (enum or list) – Support Definition List
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Raises
ValueError – ‘Support parameter can be enum or list with 6 items.’
+ ← + + Types For Members + + Types For Special Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Nodal Release Type Tag
coordinate_system (str/int) – Coordinate System Selection
translational_release_n (float) – Spring Constant for Translation Release along X Direction
translational_release_vy (float) – Spring Constant for Translation Release along Y Direction
translational_release_vz (float) – Spring Constant for Translation Release along Z Direction
rotational_release_mt (float) – Spring Constant for Rotational Release around X Direction
rotational_release_my (float) – Spring Constant for Rotational Release around Y Direction
rotational_release_mz (float) – Spring Constant for Rotational Release around Z Direction
translational_release_n_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along X Direction
translational_release_vy_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along Y Direction
translational_release_vz_nonlinearity (list/list of lists) – Nonlinearity Parameter for Translation Release along Z Direction
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, displacement, slippage] (Note: Displacement must be greater than slippage)
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAlong.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_FORCE/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_FORCE:
+negative/positive zone = [negative/positive zone type, force, slippage]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), NodalReleaseTypeDiagram Enumeration(start), NodalReleaseTypeDiagram Enumeration(end)], [[displacement, force],...]]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1/NONLINEARITY_TYPE_FRICTION_DIRECTION_2/NONLINEARITY_TYPE_FRICTION_DIRECTION_1_2:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [friction coefficient(float)]]
- for translational_release_n/vy/vz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_FRICTION_DIRECTION_1_PLUS_2:
+translational_release_n/vy/vz_nonlinearity = [nonlinearity type Diagram, [friction coefficient 1(float), friction coefficient 2(float)]]
rotational_release_mt_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around X Direction
rotational_release_my_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around Y Direction
rotational_release_mz_nonlinearity (list/list of lists) – Nonlinearity Parameter for Rotational Release around Z Direction
- for rotational_release_mt/my/mz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_PARTIAL_ACTIVITY:
+rotational_release_mt/my/mz_nonlinearity = [nonlinearity type Partial_Activity, negative zone, positive zone]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_COMPLETE:
+negative/positive zone = [negative/positive zone type, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_FIXED:
+negative/positive zone = [negative/positive zone type, rotation, slippage]
- for negative/positive zone[0] == NodalReleaseTypePartialActivityAround.PARTIAL_ACTIVITY_TYPE_FAILURE_FROM_MOMENT/PARTIAL_ACTIVITY_TYPE_YIELDING_FROM_MOMENT:
+negative/positive zone = [negative/positive zone type, moment, slippage]
- for rotational_release_mt/my/mz_nonlinearity[0] == NodalReleaseTypeReleaseNonlinearity.NONLINEARITY_TYPE_DIAGRAM:
+rotational_release_mt/my/mz_nonlinearity = [nonlinearity type Diagram, [symmetric(bool), NodalReleaseTypeDiagram Enumeration(start), NodalReleaseTypeDiagram Enumeration(end)], [[rotation, moment],...]]
local_axis_system (enum) – Nodal Release Local Axis System Enumeration
local_axis_system_reference_object (int) – Nodal Release Local Axis System Reference Object Number
name (str, optional) – User Defined Nodal Release Type Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) - Model to be edited
+ ← + + Types For Nodes + + Types For Steel Design + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list of lists) – Components Table Definition
components[i][0] (enum): Steel Member Local Section Reduction Type Enumeration
components[i][1] (float): Position Value
components[i][2] (bool): Enable/Disable Multiple Option
components[i][3] (enum): Fastener Definition Type Enumeration
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_ABSOLUTE:
+components[i][4] (float): Reduction Area
- for components[i][3] == FastenerDefinitionType.DEFINITION_TYPE_RELATIVE:
+components[i][4] (float): Reduction Area Factor (value must be between 0.0 and 1.0)
if components[i][2] == True
+components[i][5] (int): Multiple Number
+components[i][6] (enum): Multiple Offset Definition Type Enumeration
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_ABSOLUTE:
+components[i][7] (float): Multiple Offset Value
- for components[i][6] == MultipleOffsetDefinitionType.OFFSET_DEFINITION_TYPE_RELATIVE:
+components[i][7] (float): Multiple Offset Value (value must be between 0.0 and 1.0)
name (str) – User Defined Member Local Section Reduction Name
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Boundary Conditions Tag
name (str) – User Defined Boundary Conditions Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
intermediate_nodes (bool) – Enable/Disable Intermediate Nodes Option
different_properties_supports (bool) – Different Properties Option for Supports
different_properties_hinges (bool) – Different Properties Option for Hinges
nodal_supports (list of lists) – Nodal Supports Table Definition
nodal_supports[i][0] (int)= Node Sequence No.
+nodal_supports[i][1] (enum)= Support Type Enumeration
+nodal_supports[i][2] (bool)= Support in X Direction Option
+nodal_supports[i][3] (bool)= Support in Y Direction Option
+nodal_supports[i][4] (bool)= Support in Z Direction Option
+nodal_supports[i][5] (bool)= Restraint About X Option
+nodal_supports[i][6] (bool)= Restraint About Y Option
+nodal_supports[i][7] (bool)= Restraint About Z Option
+nodal_supports[i][8] (bool)= Restraint Warping Option
+nodal_supports[i][9] (float)= Rotation Magnitude
+nodal_supports[i][10] (float)= Rotation About X Magnitude
+nodal_supports[i][11] (float)= Rotation About Y Magnitude
+nodal_supports[i][12] (float)= Rotation About Z Magnitude
+nodal_supports[i][13] (float)= Support Spring X
+nodal_supports[i][14] (float)= Support Spring Y
+nodal_supports[i][15] (float)= Support Spring Z
+nodal_supports[i][16] (float)= Restraint Spring About X Magnitude
+nodal_supports[i][17] (float)= Restraint Spring About Y Magnitude
+nodal_supports[i][18] (float)= Restraint Spring About Z Magnitude
+nodal_supports[i][19] (float)= Restraint Spring Warping Magnitude
+nodal_supports[i][20] (enum)= Eccentricity Type in Z Enumeration
+nodal_supports[i][21] (float)= Eccentricity in X Magnitude
+nodal_supports[i][22] (float)= Eccentricity in Y Magnitude
+nodal_supports[i][23] (float)= Eccentricity in Z Magnitude
+nodal_supports[i][24] (str)= Assigned Nodes
member_hinges[i][0] = Node Sequence No.
+member_hinges[i][1] = Release in X Option
+member_hinges[i][2] = Release in Y Option
+member_hinges[i][3] = Release in Z Option
+member_hinges[i][4] = Release About X Option
+member_hinges[i][5] = Release About Y Option
+member_hinges[i][6] = Release About Z Option
+member_hinges[i][7] = Release Warping Option
+member_hinges[i][8] = Release Spring in X Magnitude
+member_hinges[i][9] = Release Spring in Y Magnitude
+member_hinges[i][10] = Release Spring in Z Magnitude
+member_hinges[i][11] = Release Spring About X Magnitude
+member_hinges[i][12] = Release Spring About Y Magnitude
+member_hinges[i][13] = Release Spring About Z Magnitude
+member_hinges[i][14] = Release Spring Warping Magnitude
+member_hinges[i][15] = Assigned Nodes
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Steel Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
torsional_buckling (bool) – Torsional Buckling Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
principal_section_axes (bool) – Principal Section Axes Option
geometric_section_axes (bool) – Geometric Section Axes Option
name (str) – User Defined Effective Length Name
nodal_supports (lst) – Nodal Support Table Definition
nodal_supports[i][0] (enum): Support Type Enumeration Type
+nodal_supports[i][1] (bool): Support in Z Option
+nodal_supports[i][2] (float): Support Spring in Y Coefficient
+nodal_supports[i][3] (enum): Eccentricity Type Enumeration Type
+nodal_supports[i][4] (float): Eccentricity in Z Direction
+nodal_supports[i][5] (float): Restraint Spring About X Coefficient
+nodal_supports[i][6] (float): Restraint Spring About Z Coefficient
+nodal_supports[i][7] (float): Restraint Spring Warping Coefficient
+nodal_supports[i][8] (enum): Support Type in Y Enumeration Type
+nodal_supports[i][9] (enum): Restraint Type in X Enumeration Type
+nodal_supports[i][10] (enum): Restraint Type in Z Enumeration Type
+nodal_supports[i][11] (enum): Restraint Type Warping Enumeration Type
+nodal_supports[i][12] (str): Assigned Nodes
factors[i][0] (float): Flexural Buckling in U Coefficient
+factors[i][1] (float): Flexural Buckling in V Coefficient
+factors[i][2] (float): Flexural Buckling in Y Coefficient
+factors[i][3] (float): Flexural Buckling in Z Coefficient
+factors[i][4] (float): Torsional Buckling Coefficient
+factors[i][5] (float): Lateral Torsional Buckling Coefficient
+factors[i][6] (float): Lateral Torsional Buckling Top Coefficient
+factors[i][7] (float): Lateral Torsional Buckling Bottom Coefficient
+factors[i][8] (float): Twist Restraint Coefficient
+factors[i][9] (float): Lateral Torsional Restraint Coefficient
+factors[i][10] (float): Critical Moment
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_of_mcr (enum) – Steel Effective Lengths Determination Mcr Europe Enumeration Item
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Timber Effective Length Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
flexural_buckling_about_y (bool) – Flexural Buckling About Y Option
flexural_buckling_about_z (bool) – Flexural Buckling About Z Option
lateral_torsional_buckling (bool) – Lateral Torsional Buckling Option
name (str) – User Defined Effective Length Name
nodal_supports (list of lists) – Nodal Supports Table Definition
nodal_supports[i][0] (enum): Support Type Enumeration Type
+nodal_supports[i][1] (bool): Support in Z Option
+nodal_supports[i][2] (enum): Eccentricity Type Enumeration
+nodal_supports[i][3] (enum): Support Type in Y Enumeration
+nodal_supports[i][4] (enum): Restraint Type in X Enumeration
+nodal_supports[i][5] (str): Assigned Nodes
factors (list of lists) – Effective Length Factors
factors[i][0] (float): Flexural Buckling in U Coefficient
+factors[i][1] (float): Flexural Buckling in V Coefficient
+factors[i][2] (float): Critical Moment
intermediate_nodes (bool) – Intermediate Nodes Option
different_properties (bool) – Different Properties Option
factors_definition_absolute (bool) – Absolute Factors Definition Option
fire_design_different_buckling_factors (bool) – Different Fire Design Buckling Factors
import_from_stability_analysis_enabled (bool) – Import From Stability Analysis Option
determination_type (enum) – Timber Effective Lengths Determination Type
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
Parameters
no (int) – Member Local Section Reduction Tag
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
components (list) – List of Component Classes
name (str) – User Defined Member Local Section Reduction Name
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Timber Service Class Tag
name (str) – User Defined Timber Service Class Name
members (str) – Assigned Members
member_sets (str) – Assigned Member Sets
service_class (enum) – Timber Service Class Service Class Enumeration
comment (str, optional) – Comment
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Types For Steel Design + + Basic Objects + + → +
Dlubal Dev Docs Go to [source] (opens new window)
Parameters
no (int) – Concrete Durability Tag
name (str) – User Defined Name
members_no (str) – Assigned Members
member_sets_no (str) – Assigned Member Sets
exposure_classes_reinforcement (list) – Exposure Classes Reinforcement Parameters
exposure_classes_reinforcement_types (list of enum) – Exposure Classes Reinforcement Type List of Enumeration
exposure_classes_concrete (list) – Exposure Classes Concrete Parameters
exposure_classes_concrete_types (list of enum) – Exposure Classes Concrete Type List of Enumeration
structural_class (list) – Structural Class Parameters
stainless_steel_reduction (list) – Stainless Steel Reduction Parameters
additional_protection_reduction (list) – Additional Protection Reduction
allowance_deviation (list) – Allowance Deviation Parameters
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
Parameters
no (int) – Concrete Effective Length Tag
name (str) – User Defined Name
members_no (str) – Assigned Members
member_sets_no (str) – Assigned Member Sets
flexural_buckling_about_y (list) – Flexural Buckling About Y Option
flexural_buckling_about_z (list) – Flexural Buckling About Z Option
nodal_supports (list of lists) – Nodal Support Table
nodal_supports = [[support_type, support_in_z, eccentricity_type, support_in_y_type, restraint_about_x_type, restraint_about_z_type, restraint_warping_type, nodes], …]
factors (list of lists) – Factors Table
factors = [[flexural_buckling_y, flexural_buckling_z]]
comment (str, optional) – Comments
params (dict, optional) – Any WS Parameter relevant to the object and its value in form of a dictionary
model (RSTAB Class, optional) – Model to be edited
+ ← + + Types for Aluminum Design + + Types For Members + + → +
Dlubal Dev Docs For more details click here (opens new window)
Dlubal Dev Docs Before you start, make sure that your RFEM is ready to communicate via server. Basically check the program options and set the port range.
The aforementioned HLF libraries can easily be found on our Dlubal GitHub account and is available as open-source. The following links will guide you to our libraries for each respective programming language.
These libraries are available for download to your local computer by clicking cloning the repository. Those with a GitHub account may clone the repository.
If you would like to work with RFEM library globally in your computer easily enter the following command in your Command Prompt or Terminal.
pip install RFEM
+You can download actual release (opens new window) of our C# library and the use it for your project or you can clone / fork our repository and compile our library by yourself following steps below.
+ ← + + Before You Start + + Your Journey with Python + + → +
Dlubal Dev Docs Welcome to RFEM/RSTAB Webservices&API documentation! 📖
Web service is a programmable interaction system for RFEM/RSTAB for structural analysis and design. With the help of this technology, RFEM/RSTAB provides a server service that can be reached locally or via a network. Easily send some request and get responses from RFEM/RSTAB!
NOTE 🚩
For detailed information you can visit our website Dlubal (opens new window).
The development is open-source, you are very welcome to contribute to RFEM/RSTAB Webservices with new documents and examples by sending pull requests through our GitHub Page (opens new window).
For any errors or issues please contact us via support@dlubal.com 📧 or create an issue via GitHub Issues (opens new window).
SEE ALSO 👓
For licensing and purchasing please visit our Webshop (opens new window). Or you can directly get in touch with our sales team.
+ Get Started + + → +
Dlubal Dev Docs Here you can find some tips and commands to initalize your connection with RFEM. Detailed information about this section can be found in our source code (opens new window).
Class object representing individual model in RFEM. Class enables to edit multiple models in one session through holding one transport session active by not setting ‘trans’ into Client.
Parameters
new_model (bool*) – Set to True if new model is requested.
model_name (str*) – Defaults to “TestModel”.
delete (bool*) – Delete results
delete_all (bool*) – Delete all objects in Model.
Clears object atributes. Sets all atributes to None.
Parameters
obj – object to clear
Close any model with index or name. Be sure to close the first created model last (2,1, and then 0). 0 index carries whole session.
Parameters
index_or_name (str*) – Name of the model
save_changes (bool*) – Save changes option
Add spaces between list of numbers. Returns list of values.
Parameters
Calculates model.
Parameters
generateXmlSolverInput (bool*) – Generate XML solver input
model (RFEM Class*) – Model to be edited
The function converts strings commonly used in RSTAB / RFEM so that they can be used In WebServices.
Examples: ‘1,3’ -> ‘1 3’ ‘1, 3’ -> ‘1 3’ ‘1-3’ -> ‘1 2 3’ ‘1,3,5-9’ -> ‘1 3 5 6 7 8 9’ Returns a WS conform string.
Parameters
string (str) – Works with any string
This function coverts string to list of integers.
Parameters
string (str) – Works with any string
Check if SOAP method or type is present in your version of RFEM/RSTAB. Use it only in your examples. Unit tests except msg from SUDS where this is checked already.
Parameters
modelClient (Model.clientModel) – RFEM Model Client
method_or_type (str) – Method or type of SOAP client
Check if Add-on is reachable and active. For some types of objects, specific Add-ons need to be enabled.
Parameters
modelClient (Model.clientModel) – RFEM model client
addOn (enum) – AddOn enumeration item
Activate or deactivate Add-on. For some types of objects, specific Add-ons need to be ennabled.
Analysis addOns list:
Design addOns list:
Dynamic addOns list:
Special addOns list:
Parameters
modelClient (Model.clientModel) – RFEM model client
method_or_type (str) – method or type of SOAP client
status (bool) – in/active
This method calculate just selected objects - load cases, desingSituations, loadCombinations.
Parameters
loadCases (list) – list of load cases
designSituations (list) – list of design situations
loadCombinations (list) – list of load combinations
model (RFEM Class) – model to be edited
This method returns the next available Id Number for the selected object type. A geometric object has, in general, a parent_no = 0. The parent_no parameter becomes significant for example with loads.
Parameters
memType (enum) – object type enumeration item
parent_no (int) – object parent number
model (int) – model to be edited
This method sets the model type. The model type is E_MODEL_TYPE_3D by default.
Parameters
model_type (enum) – model type enumeration item
The method returns a string of the current model type.
Parameters
model (RFEM Class) – model to be edited
+ ← + + Your Journey with Python + + Aluminum Design + + → +
Dlubal Dev Docs The HLF library for C# offers many useful functions for creating structures in RFEM and RSTAB, some of which will be used in the following example.
Before the programmed code can be used, a connection to the program is required. To do this, one of the available ports must be set as the address. The default address of RFEM/RSTAB is http://localhost:8081 (opens new window). This can be changed in the program options if necessary.
In the next step, various objects such as nodes, lines and members can be created with the help of the available functions in the C# library. The library includes classes for all available objects. With the help of parameters, the properties of the objects can be determined and specified. The number of parameters can vary depending on the application. The following example of a node shows how objects can be defined:
node newNode = new()
+{
+ no = nodeId,
+ coordinates = new vector_3d() { x = xVector, y = 0.0, z = 0.0 },
+ coordinate_system_type = node_coordinate_system_type.COORDINATE_SYSTEM_CARTESIAN,
+ coordinate_system_typeSpecified = true,
+ comment = "node for beam"
+};
+The definition of lines, areas and other objects is done analogously. It should be noted that for certain attributes an associated "Specified" attribute must also be defined and set to "true".
This example shows how to create a continuous beam with constant line load. The number of fields, span and size of the line load can be defined variably via the user input. First, the required variables are defined via the user input in the console. The system checks whether the user's input is compatible with the data type of the respective variable. If the input is incorrect or empty, an error message appears in the console. During programming, care must be taken to ensure that decimal numbers can be entered using both dot and comma notation in order to minimise the susceptibility to errors during input.
The following code attempts to establish a connection with RFEM/RSTAB within a Try-Catch-Block:
var logger = LogManager.GetCurrentClassLogger();
+string CurrentDirectory = Directory.GetCurrentDirectory();
+try
+{
+ application_information ApplicationInfo;
+
+ try
+ {
+ // connect to RFEM6 or RSTAB9 application
+ application = new ApplicationClient(Binding, Address);
+ }
+ catch (Exception exception)
+ {
+ if (application != null)
+ {
+ if (application.State != CommunicationState.Faulted)
+ {
+ application.Close();
+ logger.Error(exception, "Something happened:" + exception.Message);
+ }
+ else
+ {
+ application.Abort();
+ logger.Error(exception, "Communication with RFEM faulted:" + exception.Message);
+ }
+ }
+ Console.WriteLine(exception.ToString());
+ }
+ finally
+ {
+ ApplicationInfo = application.get_information();
+ logger.Info("Name: {0}, Version:{1}, Type: {2}, language: {3} ", ApplicationInfo.name, ApplicationInfo.version, ApplicationInfo.type, ApplicationInfo.language_name);
+ Console.WriteLine("Name: {0}, Version:{1}, Type: {2}, language: {3} ", ApplicationInfo.name, ApplicationInfo.version, ApplicationInfo.type, ApplicationInfo.language_name);
+ }
+}
+
+string modelName = "MyTestModel";
+string modelUrl ="";
+ModelClient model = new ModelClient(Binding, new EndpointAddress(modelUrl));
+For establishing a connection, the program must be opened before executing the code. After a successful connection, the program information is displayed in the console and a new model with a user-defined name is created in RFEM/RSTAB.
In the next step, the material and cross-section of the continuous beam can be defined. It is important that the names correspond to the names in the RFEM material or cross-section library.
material materialConcrete = new material
+{
+ no = 1,
+ name = "C20/25 | EN 1992-1-1:2004/A1:2014"
+};
+
+section sectionRectangle = new section
+{
+ no = 1,
+ material = materialConcrete.no,
+ materialSpecified = true,
+ type = section_type.TYPE_PARAMETRIC_MASSIVE_I,
+ typeSpecified = true,
+ parametrization_type = section_parametrization_type.PARAMETRIC_MASSIVE_I__MASSIVE_RECTANGLE__R_M1,
+ parametrization_typeSpecified = true,
+ name = "R_M1 0.5/1.0"
+};
+Loops are used to create the various objects (nodes, lines, bars) and organise them in lists. The nodes are defined depending on the user-defined number of fields and transferred to the list "lineDefinitionNodes". This list is later used to create lines based on their definition nodes. If an RSTAB model is to be created, it is used to define the members by their definition nodes. When using RFEM, on the other hand, the members are defined by lines.
SortedList<int, node> nodes = new SortedList<int, node>();
+int[] lineDefinitionNodes = new int[spanNumber + 1];
+int nodeId = 1;
+double xVector = 0.0;
+
+for (int i = 0; i < spanNumber + 1; i++)
+{
+ node newNode = new()
+ {
+ no = nodeId,
+ coordinates = new vector_3d() { x = xVector, y = 0.0, z = 0.0 },
+ coordinate_system_type = node_coordinate_system_type.COORDINATE_SYSTEM_CARTESIAN,
+ coordinate_system_typeSpecified = true,
+ comment = "concrete part"
+ };
+ nodes.Add(nodeId, newNode);
+ lineDefinitionNodes[i] = nodeId;
+ xVector = xVector + span;
+ nodeId++;
+}
+
+// create lines
+int lineId = 1;
+SortedList<int, line> lines = new SortedList<int, line>();
+
+for (int i = 0; i < spanNumber; i++)
+{
+ line newLine = new()
+ {
+ no = lineId,
+ definition_nodes = new int[] { lineDefinitionNodes[i], lineDefinitionNodes[i + 1] },
+ comment = "lines for beams",
+ type = line_type.TYPE_POLYLINE,
+ typeSpecified = true,
+ };
+ lines.Add(lineId, newLine);
+ lineId++;
+}
+After all basic objects have been created, two different nodal supports are defined. The nodal support at the first node is to be fixed, while the remaining support is to be movable in the X-direction. The definition nodes for the different support types are each placed in a separate list.
nodal_support support1 = new()
+{
+ no = 1,
+ nodes = supportedNodes1.ToArray(),
+ spring = new vector_3d() { x = double.PositiveInfinity, y = double.PositiveInfinity, z = double.PositiveInfinity },
+ rotational_restraint = new vector_3d() { x = double.PositiveInfinity, y = 0.0, z = double.PositiveInfinity }
+};
+
+nodal_support support2 = new()
+{
+ no = 2,
+ nodes = supportedNodes2.ToArray(),
+ spring = new vector_3d() { x = 0.0, y = double.PositiveInfinity, z = double.PositiveInfinity },
+ rotational_restraint = new vector_3d() { x = 0.0, y = 0.0, z = double.PositiveInfinity }
+};
+
+nodalSupports.Add(support1);
+nodalSupports.Add(support2);
+In order for the created objects to be available in RFEM/RSTAB, they must first be passed to the program. This is done between the two functions "model.begin_modification" and "model.end_modification" using object-specific functions of the HLF library. Using foreach loops, all objects of a type are passed to the program.
try
+{
+ model.begin_modification("Geometry");
+ model.set_material(materialConcrete);
+ model.set_section(sectionRectangle);
+
+ foreach (KeyValuePair<int, node> nodeItem in nodes)
+ {
+ model.set_node(nodeItem.Value);
+ }
+ foreach (KeyValuePair<int, line> lineItem in lines)
+ {
+ model.set_line(lineItem.Value);
+ }
+ foreach (KeyValuePair<int, member> memberItem in members)
+ {
+ model.set_member(memberItem.Value);
+ }
+ foreach (var nodalSupport in nodalSupports)
+ {
+ model.set_nodal_support(nodalSupport);
+ }
+}
+catch (Exception exception)
+{
+ model.cancel_modification();
+ logger.Error(exception, "Something happened while creation of geometry" + exception.Message);
+ throw;
+}
+finally
+{
+ try
+ {
+ model.finish_modification();
+ }
+ catch (Exception exception)
+ {
+ logger.Error(exception, "Something went wrong while finishing modification of geometry\n" + exception.Message + "\n");
+ model.reset();
+ }
+}
+The load cases, load combinations and design situations are created in a similar way to the basic objects and then transferred to the programme. Afterwards, the member load, which was previously specified by the user, can be created:
SortedList<int, member_load> member_loads = new SortedList<int, member_load>();
+int member_load_id = 1;
+
+for (int i = 0; i < spanNumber; i++)
+{
+ member_load newMemberLoad = new()
+ {
+ no = i + 1,
+ members_string = (i + 1).ToString(),
+ members = new int[] { i + 1 },
+ load_distribution = member_load_load_distribution.LOAD_DISTRIBUTION_UNIFORM,
+ load_distributionSpecified = true,
+ magnitude = memberLoad * 1000,
+ magnitudeSpecified = true,
+ load_is_over_total_length = true,
+ load_is_over_total_lengthSpecified = true,
+ };
+ member_loads.Add(i + 1, newMemberLoad);
+ member_load_id++;
+}
+In addition to uniformly distributed loads, trapezoidal and parabolic loads, among others, are also possible.
The function model.calculate(all) performs all calculations in RFEM. After successful calculation, the results are displayed in the console in this example. The HLF library for C# also allows results to be exported to XML or CSV files. Finally, the model.save() function can be used to save the model in the file path specified in brackets:
//save the model before closing
+model.save(CurrentDirectory + @"\testmodels\");
+application.close_model(0, true);
+
In the shown example, the advantages and the ease of use of the C# library become clear. Through user-defined inputs, the structure can be quickly adjusted, which saves a lot of time when creating static systems in RFEM 6 and RSTAB 9. The HLF library of C# also offers many other functions that enable the creation of complex systems.
The example represents the calculation of a water load applied to a beam, which increases due to the beam's deflection. To be more flexible, the user should be able to select the beam(s). Furthermore, additional loads acting on the roof, which are applied to the same load case irrespective of the water load, should not be modified. The following boundary conditions are known/applied:
The following variables are therefore created in the program:
double h_water = 0.1; // height of water over undeformed system in [m]
+double w_ref = 2; // reference width for surface load in [m]
+int load_case_no = 1; // number of load case where the load is applied
+string water_accu_comment = "water accumulation"; // identification string
+double std_magnitude = 10000; // surface load per water height in [N/m^3]
+With regard to the implementation, the program must include the following elements:
In addition to these functions, the connection to the program and model, various try-catch blocks, and other standard elements are required, but are not described in more detail here. These elements are then included in the source code, which can be downloaded below this article.
First, we get information about all selected objects using the get_all_selected_objects function. The received array contains elements of the object_location type, containing e.g. the type, the number, and the higher-order "parent" object number. In the following loop, the numbers of all objects of the E_OBJECT_TYPE_MEMBER type (i.e. all member numbers) are extracted and saved in the mem_noes_sel array.
// get selected objects
+object_location[] obj_locs = model.get_all_selected_objects();
+
+// extract members
+int[] mem_noes_sel = new int[0];
+foreach(object_location obj_loc in obj_locs)
+{
+ if(obj_loc.type == object_types.E_OBJECT_TYPE_MEMBER)
+ {
+ Array.Resize(ref mem_noes_sel, mem_noes_sel.Length + 1);
+ mem_noes_sel[mem_noes_sel.Length-1] = obj_loc.no;
+ }
+}
+By means of member numbers, it is now possible to filter out the associated member loads from all member loads. A loop put over the member load numbers is used. Within this loop, we get the data for the member load, check its member numbers for accordance with the selected member numbers and, if there is a match, the corresponding member load is deleted:
// delete all water_accu loads
+// get all memberload numbers
+int[] mem_load_noes = model.get_all_object_numbers(object_types.E_OBJECT_TYPE_MEMBER_LOAD, load_case_no);
+
+// loop through all member loads of the load case
+foreach(int mem_load_no in mem_load_noes)
+{
+ // get member load
+ member_load mem_load = model.get_member_load(mem_load_no, load_case_no);
+
+ if(mem_load.comment == water_accu_comment)
+ {
+ // loop through the members of the member load
+ for(int i= 0; i < mem_load.members.Length; i++)
+ {
+ // loop through the members of the member load
+ for (int j = 0; j < mem_noes_sel.Length; j++)
+ {
+ if(mem_load.members[i] == mem_noes_sel[j])
+ {
+ // delete member load
+ model.delete_object(object_types.E_OBJECT_TYPE_MEMBER_LOAD, mem_load_no, load_case_no);
+ }
+ }
+ }
+ }
+}
+Now, the next step is to create the new member loads, which is already part of the do-while iteration loop. This loop is built as follows:
do
+{
+ // reset delta deformation
+ delta_def = 0;
+
+ // apply load
+ model.begin_modification("Loads");
+
+ // create member loads for each member
+ ...
+
+ model.finish_modification();
+ ...
+
+ // calculate load case
+ ...
+
+
+ // get member end deformations
+ ...
+
+// check criterion
+} while (delta_def > 0.0001);
+For stopping the iteration loop, the change of the deformation, which is determined when filtering the results, was selected. If all deformations deviate from the deformation in the previous run by less than 0.0001 m (i.e. 0.1 mm), the loop is stopped.
A trapezoidal load acting in the global z-direction is selected as the load type, which may have different values at the start and end of the member. Please note that the associated "Specified" variable must be set to "true" for all parameters to be transferred. This is necessary in order not to transfer all parameters of a class and to keep this way the amount of data to be transferred rather low. The load's value is calculated from the initial height "h_water" (was specified) and the additional nodal deformation on this location. The height given in [m] is multiplied by "std_magnitude" in [N/m3] and the feed zone width given in [m], resulting in a line load given in [N/m]:
// create member loads for each member
+for (int i = 0; i < mem_noes_sel.Length; ++i)
+{
+ member_load mem_load = new member_load();
+ mem_load.no = no_offset + i;
+ mem_load.comment = water_accu_comment;
+ mem_load.members = new int[] { mem_noes_sel[i] };
+
+ mem_load.distance_a_is_defined_as_relative = true;
+ mem_load.distance_a_is_defined_as_relativeSpecified = true;
+ mem_load.distance_a_relative = 0.0;
+ mem_load.distance_a_relativeSpecified = true;
+
+ mem_load.distance_b_is_defined_as_relative = true;
+ mem_load.distance_b_is_defined_as_relativeSpecified = true;
+ mem_load.distance_b_relative = 1.0;
+ mem_load.distance_b_relativeSpecified = true;
+
+ mem_load.load_direction = member_load_load_direction.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE;
+ mem_load.load_directionSpecified = true;
+
+ mem_load.load_type = member_load_load_type.LOAD_TYPE_FORCE;
+ mem_load.load_typeSpecified = true;
+ mem_load.load_distribution = member_load_load_distribution.LOAD_DISTRIBUTION_TRAPEZOIDAL;
+ mem_load.load_distributionSpecified = true;
+
+ mem_load.magnitude_1 = std_magnitude * ((h_water + mem_end_defs[i,0]) * w_ref);
+ mem_load.magnitude_1Specified = true;
+ mem_load.magnitude_2 = std_magnitude * ((h_water + mem_end_defs[i,1]) * w_ref);
+ mem_load.magnitude_2Specified = true;
+
+ model.set_member_load(load_case_no, mem_load);
+}
+The set_member_load function is used to transfer the load. In order to assign the loads, the water_accu_comment string is used as a comment. In the following iterations, the loads are no longer deleted; instead, by specifying the load number, they are overwritten when they are transferred again. The comment is therefore only required for filtering and deleting the loads when the application is restarted. Furthermore, a relative reference was chosen for the specifying the load, which, however, ranges from 0-100%.
The next step is to initiate the calculation. First, a field is created with objects of the calculate_specific_loading type. This field contains all load cases/combinations to be calculated. In the present case, only one element of the load case type is created with the specified load case number load_case_no:
// calculate load case
+calculate_specific_loading[] csl = new calculate_specific_loading[1];
+csl[0] = new calculate_specific_loading();
+csl[0].no = load_case_no;
+csl[0].type = case_object_types.E_OBJECT_TYPE_LOAD_CASE;
+
+model.calculate_specific(csl, true);
+Now that the results are available, the global deformations at the beginning and the end of each member must be filtered out. The get_results_for_members_global_deformations function is used to get all global member deformations of the specified load case and the selected members. The structure of the results is the same as in the corresponding table in RFEM 6. One variant is reading out the member length and comparing the x position of the result. Another variant uses the given description and the fact that the extremes follow after all x-locations. The second variant was chosen, and when "Extremes" appears in the description for the first time, the previous index is used to find the last x-location of the member. Since the first location of the member also affects the first entry, no further filtering is necessary here:
// get member end deformations
+for (int i = 0; i < mem_noes_sel.Length; ++i)
+{
+ members_global_deformations_row[] mem_defs_glbl = model.get_results_for_members_global_deformations(case_object_types.E_OBJECT_TYPE_LOAD_CASE, load_case_no, mem_noes_sel[i]);
+
+ // take start point
+ // calculate delta deformation
+ if (Math.Abs(mem_end_defs[i, 0] - mem_defs_glbl[0].row.displacement_z) > delta_def)
+ delta_def = Math.Abs(mem_end_defs[i, 0] - mem_defs_glbl[0].row.displacement_z);
+
+ mem_end_defs[i, 0] = mem_defs_glbl[0].row.displacement_z;
+
+ // get deformation on end point
+ for (int j = 0; j < mem_defs_glbl.Length; ++j)
+ {
+ if (mem_defs_glbl[j].description == "Extremes")
+ {
+ // calculate delta deformation
+ if (Math.Abs(mem_end_defs[i, 1] - mem_defs_glbl[j - 1].row.displacement_z) > delta_def)
+ delta_def = Math.Abs(mem_end_defs[i, 1] - mem_defs_glbl[j - 1].row.displacement_z);
+
+ mem_end_defs[i, 1] = mem_defs_glbl[j - 1].row.displacement_z;
+ break;
+ }
+ }
+}
+In addition to determining the deformations, the "delta_def" variable is also calculated, which is used for the stop criterion. First, the difference from the deformation value of the previous iteration (zero at the beginning) and the current value is calculated. The absolute value is taken from the difference and then the maximum is found. As already shown in the description of the iteration loop, we stop at a value smaller than 0.0001 m (i.e. 0.1 mm).
The WebService interface offers countless options for modifying elements in RFEM 6/RSTAB 9, but also for reading out results. Many different projects can be realized with it. The program shown here in this article includes only a first step of many different elements:
Due to this variety, the program is also intended to serve as a template for other projects.
The browser plugin Boomerang as well as the API testing program SoapUI are both useful tools to quickly check our C# WebService functions. With their assistance, it becomes effortless to identify available C# classes and their respective parameters. This article aims to serve as a comprehensive guide on effectively utilizing Boomerang and SoapUI in conjunction with the Dlubal C# WebService.
To establish a WebService connection to RFEM and RSTAB, specific server ports need to be accessed. The range of available server ports can be modified within the program settings by navigating to Options -> Program Options:
By default, the server port range is set from 8081 to 8089. The lowest port value in the program settings corresponds to the port specified in the WSDL URL for accessing RfemApplication, which in this guide will be 8081.
Boomerang is a user-friendly API testing tool designed for API debugging. It can be accessed either as a browser plugin or through the following link: Boomerang Page (opens new window).
To access the available classes in RfemApplication, follow these steps:
Once completed, the RfemApplication service will be accessible under the service tab, displaying all associated classes. These classes encompass everything related to the RFEM application itself.
To retrieve the URL of your model with the correct server port, execute the following steps:
Boomerang will automatically navigate to the response tab, where the URL of the model will be displayed. In this example the server port of the current model is 8083.
To access all available classes in RfemModel, execute the following steps:
Upon completion, the RfemModel service will be accessible under the service tab, displaying all associated classes. These classes encompass all the model data, including basic objects, loads and more.
You can now test all operations by double-clicking on them in the service menu on the left. Some operations require passing parameters in the request tab, while others can be executed simply by clicking “Send”. This tutorial will demonstrate the testing of certain operations.
To test this operation no parameters need to be passed. You can directly send the request after selecting some objects in RFEM.
The operation returns a list of object_location objects which consist of object type and object number:
In order to test the get_member function you need to provide the number of the desired member:
The response of this operation provides all properties of member number 1:
SoapUI is a powerful open-source application designed for testing SOAP and REST protocols. The desktop application can be downloaded here (opens new window).
To get started, open SoapUI and create a new SOAP project:
Customize the project name as desired and utilize http://localhost:8081/wsdl (opens new window) as initial WSDL. Once loaded, the navigator on the left will display all the classes associated with RfemApplication. +To acquire the initial WSDL for RfemModel, execute the get_active_model operation by double-clicking on “Request 1”. Prior to running the operation, ensure that a model is opened in RFEM or RSTAB. Initiate the operation by clicking on the green triangle and shortly afterward the response containing the current server port will be displayed:
Now you can add a new WSDL to the project using the server port 8083 via Project -> Add WSDL:
Subsequently all classes of RfemModel will appear in the navigator as well.
All WebService operations can now be tested by double-clicking on “Request 1” under the respective class. For certain operations, parameters need to be provided on the left side. However, for other operations no parameters are required and you can simply click „Send“. This tutorial will show the testing of some operations.
To test this operation, no parameters need to be passed. After selecting objects in RFEM, you can directly send the request and view the response.
On the right side of SoapUI the function returns a list of type object_location that consists of object type and object number:
In order to test the get_member function you need to input the number of the desired member:
The response of this operation provides all properties of member number 1:
Both Boomerang and SoapUI are valuable tools for visualizing and testing the available operations within the C# HLF library. They facilitate efficient API testing and debugging.
+ ← + + Load Cases And Combinations + + AddOns + + → +
Dlubal Dev Docs You journey with our RFEM Python Client should start here especially if you are beginner or intermediate when it comes to Python scripting. Here we describe the basic structure, syntax and commands.
If you want to skip this step by step guide just take a look at our examples. These will provide everything needed. Feel free to reuse any part that holds value to your task.
The client structure is designed to allow the simplest possible setting of objects and their parameters very much simmilar to RFEM both in structure and parameters. Start with creating the model. Then any RFEM object and type can be set. When everything is set the model can be calculated, exported or saved. I would not recommend to create optimization tasks because this can be done with better efficiency via Optimization and Cost Add-on.
First start with import of relevat modules.
from RFEM.initModel import Model
+from RFEM.BasicObjects import Material
+from RFEM.BasicObjects import Line
+Add boilerplate code that protects users from accidentally invoking the script when they didn't intend to.
if __name__ == '__main__':
+Then you need to create a model. Here it's as simple as in RFEM, just enter True if you're creating a new model and model name. For starters, I might add that we omit the standard indent here.
Model(True, 'MyModel')
+Now follows all objects and types you want to set in RFEM. If you want to use the default object type than just object is sufficient (see Material bellow) or put object, than dot (.) and then put type of object. Every object and type of object has method with default parameters to describe what to put where to sucessfully create it. To make it even easier the default parameters enable to specify any parameter disregarding its possition with the name of the parameter followed by '=' and value.
Material(1, 'S235')
+Line.Arc(1, [10,0,0], 3, comment='my first arc')
+In the next pages of this documentation you can find all of our Python classes and methods together with description. These are here to make it easy and organized. However if you consider yourself experienced enough to work directly with Web Service functions or just looking for that specific one, then you'll appreciate our two wiki pages summarizing all accesible application (opens new window) and model (opens new window) functions.
+ ← + + Get Started + + Initialize Your Model + + → +
Dlubal Dev Docs Dear contributors,
we are thrilled you came across this page describing our view of the RFEM Python Client.
This work started at the end of 2020 with the intention to enable our users to use our products more freely. To enable to program you own solutions to current challanges. To create parametric and custom made scripts to unlock full potential of what we offer as company.
That said we created this Client to resemble RFEM as close as possible. To enable inexperienced users to get their solutions up and running ASAP. This also means that we follow certain structure. It is maybe not the most Pythonic API you came across, but it follows our intention well. It is important to note, that it doesn't mean we prohibit individual solutions. Quite the opposite. You can create forks that suit your needs. We can even share solutions and we will be excited if you decide to work with us. But when contributing to our public Client, please follow the idea as close as possible. We spend a lot of time enhancing it and make it the best experince possible.
We appeciate all your contributions,
+Team Python Client
Dlubal Dev Docs 
+ Do Cool Stuff in Structural Analysis +
Program easy and smart by using the power of RFEM 6 / RSTAB 9 beyond their graphical interfaces.
Contribute to the public development to see the source code and learn from others.
Create your own apps for fast and smooth workflows.
