Update test_resultTableAddOn.py

Author: heetrojivadiya

UnitTests/test_resultTableAddOn.py

@@ -25,9 +25,15 @@
 from RFEM.Loads.nodalLoad import NodalLoad
 from RFEM.AluminumDesign.aluminumSLSConfiguration import AluminumDesignSLSConfigurations
 from RFEM.AluminumDesign.aluminumULSConfiguration import AluminumDesignULSConfigurations
-from RFEM.TypesForAluminumDesign.aluminumEffectiveLengths import AluminumEffectiveLengths
+from RFEM.ConcreteDesign.ConcreteUltimateConfigurations import ConcreteUltimateConfiguration
+from RFEM.ConcreteDesign.ConcreteServiceabilityConfigurations import ConcreteServiceabilityConfiguration
+from RFEM.SteelDesign.steelUltimateConfigurations import SteelDesignUltimateConfigurations
+from RFEM.SteelDesign.steelServiceabilityConfiguration import SteelDesignServiceabilityConfigurations
 from RFEM.TimberDesign.timberUltimateConfigurations import TimberDesignUltimateConfigurations
 from RFEM.TimberDesign.timberServiceLimitStateConfigurations import TimberDesignServiceLimitStateConfigurations
+from RFEM.TypesForAluminumDesign.aluminumEffectiveLengths import AluminumEffectiveLengths
+from RFEM.TypesforConcreteDesign.ConcreteEffectiveLength import ConcreteEffectiveLength
+from RFEM.TypesForSteelDesign.steelEffectiveLengths import SteelEffectiveLengths
 from RFEM.TypesForTimberDesign.timberEffectiveLengths import TimberEffectiveLengths
 
 if Model.clientModel is None:
@@ -79,6 +85,96 @@ def test_result_tables_aluminum_design_addon():
 
     SetAddonStatus(Model.clientModel, addOn=AddOn.aluminum_design_active, status=False)
 
+def test_result_tables_concrete_design_addon():
+
+    Model.clientModel.service.delete_all()
+    Model.clientModel.service.begin_modification()
+
+    SetAddonStatus(Model.clientModel, addOn=AddOn.concrete_design_active, status=True)
+
+    Material(1, 'LC50/55 | DIN EN 1992-1-1/NA/A1:2015-12')
+
+    Section(1, '2LR_M2 0.25/0.2/0.3')
+
+    Node(1, 0.0, 0.0, 0.0)
+    Node(2, 5, 0.0, 0.0)
+
+    Member(1, 1, 2, 0.0, 1, 1)
+
+    NodalSupport(1, '1', NodalSupportType.HINGED)
+    NodalSupport(2, '2', [0, inf, inf, inf, 0, inf])
+
+    ConcreteEffectiveLength()
+
+    LoadCasesAndCombinations()
+    LoadCase.StaticAnalysis(1, 'Self-Weight',analysis_settings_no=1,action_category= ActionCategoryType.ACTION_CATEGORY_PERMANENT_G,self_weight=[True, 0.0, 0.0, 1.0])
+
+    DesignSituation(1, DesignSituationType.DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, True)
+
+    StaticAnalysisSettings.GeometricallyLinear(1, "Linear")
+
+    LoadCombination(1, combination_items=[[1,1,0,False]])
+
+    NodalLoad(1, 1, '2', NodalLoadDirection.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 1000)
+
+    ConcreteUltimateConfiguration()
+    ConcreteServiceabilityConfiguration()
+
+    Model.clientModel.service.finish_modification()
+
+    Calculate_all()
+
+    assert Model.clientModel.service.has_any_results()
+    assert ResultTables.ConcreteDesignOverviewNotValidDeactivated()
+
+    SetAddonStatus(Model.clientModel, addOn=AddOn.concrete_design_active, status=False)
+
+def test_result_tables_steel_design_addon():
+
+    Model.clientModel.service.delete_all()
+    Model.clientModel.service.begin_modification()
+
+    SetAddonStatus(Model.clientModel, addOn=AddOn.steel_design_active, status=True)
+
+    Material(1, 'S235')
+
+    Section(1, 'IPE 120')
+
+    Node(1, 0.0, 0.0, 0.0)
+    Node(2, 5, 0.0, 0.0)
+
+    Member(1, 1, 2, 0.0, 1, 1)
+
+    NodalSupport(1, '1', NodalSupportType.HINGED)
+    NodalSupport(2, '2', [0, inf, inf, inf, 0, inf])
+
+    SteelEffectiveLengths()
+
+    LoadCasesAndCombinations()
+    LoadCase.StaticAnalysis(1, 'Self-Weight',analysis_settings_no=1,action_category= ActionCategoryType.ACTION_CATEGORY_PERMANENT_G,self_weight=[True, 0.0, 0.0, 1.0])
+
+    DesignSituation(1, DesignSituationType.DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, True)
+
+    StaticAnalysisSettings.GeometricallyLinear(1, "Linear")
+
+    LoadCombination(1, combination_items=[[1,1,0,False]])
+
+    NodalLoad(1, 1, '2', NodalLoadDirection.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 1000)
+
+    SteelDesignUltimateConfigurations()
+    SteelDesignServiceabilityConfigurations()
+
+    Model.clientModel.service.finish_modification()
+
+    Calculate_all()
+
+    assert Model.clientModel.service.has_any_results()
+    assert ResultTables.SteelDesignDesignRatiosMembersByDesignSituation()
+    assert ResultTables.SteelDesignDesignRatiosMembersByMember()
+    assert ResultTables.SteelDesignDesignRatiosMembersBySection()
+
+    SetAddonStatus(Model.clientModel, addOn=AddOn.steel_design_active, status=False)
+
 def test_result_tables_timber_design_addon():
 
     Model.clientModel.service.delete_all()