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Temporary fix for load combinations #404

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Temporary fix for load combinations #404

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eb22356
Temporary fix for load combinations
Rebecca-Coding21 Nov 19, 2024
5b34fb2
Update close_model
Rebecca-Coding21 Nov 22, 2024
1bdb48d
Bugfix
Rebecca-Coding21 Dec 16, 2024
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19 changes: 13 additions & 6 deletions Examples/SteelDesign/SteelDesignExcel.py
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Original file line number Diff line number Diff line change
Expand Up @@ -24,6 +24,9 @@
from RFEM.Imperfections.imperfectionCase import ImperfectionCase
from RFEM.Imperfections.memberImperfection import MemberImperfection
from RFEM.LoadCasesAndCombinations.loadCasesAndCombinations import LoadCasesAndCombinations
from RFEM.LoadCasesAndCombinations.designSituation import DesignSituation
from RFEM.LoadCasesAndCombinations.loadCombination import LoadCombination
from RFEM.LoadCasesAndCombinations.combinationWizard import CombinationWizard
from RFEM.LoadCasesAndCombinations.loadCase import LoadCase
from RFEM.LoadCasesAndCombinations.staticAnalysisSettings import StaticAnalysisSettings
from RFEM.Loads.nodalLoad import NodalLoad
Expand Down Expand Up @@ -139,7 +142,8 @@ def main():
if lst:
if 'SteelHallExcel' in lst[0]:
print('Closing old Model...!')
connectionGlobals.client.service.close_model(0, False)
index = lst[0].index('SteelHallExcel')
connectionGlobals.client.service.close_model(index, False)
print('Creating new model...!')
Model(True, 'SteelHallExcel.rf6', delete_all= True)

Expand Down Expand Up @@ -376,6 +380,9 @@ def main():
LoadCase.StaticAnalysis(4, 'Wind-Load_x', True, 1, ActionCategoryType.ACTION_CATEGORY_WIND_QW, [False])
LoadCase.StaticAnalysis(5, 'Wind-Load_y', True, 1, ActionCategoryType.ACTION_CATEGORY_WIND_QW, [False])

CombinationWizard(1, consider_imperfection_case=False, params={'structure_modification_enabled':'False'} )
DesignSituation(1, DesignSituationType.DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, params={'combination_wizard': 1})

# Creating Loads for LC2:Live Load
n, k, l = 0, 0, 0
for j in range(frame_number):
Expand Down Expand Up @@ -447,7 +454,7 @@ def main():
nodeSupportForce_x, nodeSupportForce_y, nodeSupportForce_z, nodeMoment_x, nodeMoment_y, nodeMoment_z = [], [], [], [], [], []

for j in range(nodes):
dispTab = ResultTables.NodesDeformations(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 7, j+1)
dispTab = ResultTables.NodesDeformations(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 1, j+1)
nodisp_abs = GetMaxValue(dispTab, 'displacement_absolute') * 1000
nodisp_x = GetMaxValue(dispTab, 'displacement_x') * 1000
nodisp_y = GetMaxValue(dispTab, 'displacement_y') * 1000
Expand All @@ -467,7 +474,7 @@ def main():
nodeType = '-'
if (j+1) in nodes_no:
nodeType = 'Hinged'
supportForceTab = ResultTables.NodesSupportForces(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 7, j+1)
supportForceTab = ResultTables.NodesSupportForces(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 1, j+1)
nodesupforce_x = GetMaxValue(supportForceTab, 'support_force_p_x')
nodesupforce_y = GetMaxValue(supportForceTab, 'support_force_p_y')
nodesupforce_z = GetMaxValue(supportForceTab, 'support_force_p_z')
Expand Down Expand Up @@ -508,7 +515,7 @@ def main():

k = 1
for j in range(beam_column):
dispTable = ResultTables.MembersLocalDeformations(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 7, object_no=k)
dispTable = ResultTables.MembersLocalDeformations(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 1, object_no=k)
maxDisp_abs = GetMaxValue(dispTable, 'displacement_absolute') * 1000
maxDisp_x = GetMaxValue(dispTable, 'displacement_x') * 1000
maxDisp_y = GetMaxValue(dispTable, 'displacement_y') * 1000
Expand All @@ -518,7 +525,7 @@ def main():
maxDisplacement_y.append(round(maxDisp_y, 3))
maxDisplacement_z.append(round(maxDisp_z, 3))

momentTable = ResultTables.MembersInternalForces(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 7, object_no=k)
momentTable = ResultTables.MembersInternalForces(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 1, object_no=k)

if abs(GetMaxValue(momentTable, 'internal_force_n')) > abs(GetMinValue(momentTable, 'internal_force_n')):
maxFor_n = GetMaxValue(momentTable, 'internal_force_n') / 1000
Expand Down Expand Up @@ -584,7 +591,7 @@ def main():
maxMoment_my = np.array([maxMoment_my]).T
maxMoment_mz = np.array([maxMoment_mz]).T

summary = ResultTables.Summary(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 7)
summary = ResultTables.Summary(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 1)
df = pd.DataFrame(summary)
new_df = df.loc[:,['description', 'value', 'units', 'notes']]

Expand Down