update

Author: MichalO

Examples/BasicExample/main.py

@@ -38,7 +38,7 @@ def main(hall_width_L, hall_height_h_o, hall_height_h_m, number_frames, frame_sp
     Material(3, "Concrete f'c = 20 MPa | CSA A23.3-19", "Test")
 
 # -------------------------------------------------------------
-    # Sections
+    # Cross Sections
     CrossSection(1, "HEB 220")
     CrossSection(2, "IPE 300")
     CrossSection(3, "U 100")

Examples/ConcreteBridge/concrete_bridge.py

@@ -10,7 +10,7 @@
 
 #Import all modules required to access RFEM
 from RFEM.enums import MemberEccentricitySpecificationType, ActionCategoryType, NodalSupportType,\
-     MemberSectionDistributionType, MemberCrossSectionAlignment, SurfaceEccentricityAlignment
+     MemberCrossSectionDistributionType, MemberCrossSectionAlignment, SurfaceEccentricityAlignment
 from RFEM.initModel import Model, Calculate_all
 from RFEM.BasicObjects.material import Material
 from RFEM.BasicObjects.crossSection import CrossSection
@@ -63,7 +63,7 @@
     # materials
     Material(1, "C30/37")
     Material(2, "C50/60")
-    # sections
+    # cross sections
     CrossSection(1,"SQ_M1 " + str(pillar_dimension), 2, "pillar")
     CrossSection(2,f"R_M1 {girder_width}/{girder_height}", 2, "girder")
     CrossSection(3, f"R_M1 {beam_width}/{beam_height_inwards}", 2, "beam_1")
@@ -139,14 +139,14 @@
     for n in range(beams_per_field*num_bridge_fields):
         Member.Beam(
                     m_count+1, beam_start_node, beam_start_node+1,
-                    MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR,
+                    MemberCrossSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR,
                     start_section_no=3, end_section_no=4,
                     distribution_parameters= [MemberCrossSectionAlignment.SECTION_ALIGNMENT_TOP],
                     params= {"member_eccentricity_start":2, "member_eccentricity_end":1}
                     )
         Member.Beam(
                     m_count+2, beam_start_node, beam_start_node+2,
-                    MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR,
+                    MemberCrossSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR,
                     start_section_no=3, end_section_no=4,
                     distribution_parameters= [MemberCrossSectionAlignment.SECTION_ALIGNMENT_TOP],
                     params= {"member_eccentricity_start":3, "member_eccentricity_end":1}

Examples/DynamicAnalysis/DynamicAnalysis.py

@@ -159,10 +159,7 @@
                         'response_spectrum_is_enabled_in_direction_x':'True',
                         'response_spectrum_is_enabled_in_direction_y':'True',
                         'response_spectrum_in_direction_x':'1',
-                        'response_spectrum_in_direction_y':'1',
-                        'response_spectrum_consider_accidental_torsion':'True',
-                        'response_spectrum_eccentricity_for_x_direction_relative':'0.05',
-                        'response_spectrum_eccentricity_for_y_direction_relative':'0.05'})
+                        'response_spectrum_in_direction_y':'1'})
 
     LoadCombination(1, AnalysisType.ANALYSIS_TYPE_STATIC, 1, '', 1, False, False, False, True, combination_items=[[1.35, 1, 0, False], [1.5, 2, 0, True]])
     DesignSituation(1, DesignSituationType.DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, True, params={'combination_wizard' :'1'})

Examples/GPT_Tank/RFEM_prompts.py

@@ -31,7 +31,7 @@ def read_file(file_path):
 def process_prompt(prompt):
     if ':' not in prompt:
         return prompt
-    key, value = prompt.split(':', 1)    
+    key, value = prompt.split(':', 1)
     if key not in _keywords:
         return prompt
-    return _keywords[key].format(placeholder =value)
+    return _keywords[key].format(placeholder=value)

Examples/Hall/hall.py

@@ -44,7 +44,7 @@
     # members
     Material(1, 'S235')
 
-    # sections
+    # cross sections
     CrossSection(1, 'HEM 700', 1)
     CrossSection(2, 'IPE 500', 1)
 

Examples/SteelDesign/SteelDesignExcel.py

@@ -103,7 +103,7 @@ def main():
     verticalBracing = inputSheet["K6:K8"].value[0] # Vertical Bracing
     horizontalBracing = inputSheet["K9:K11"].value[0] # Horizontal Bracing
 
-    # Member Materials and Sections
+    # Member Materials and Cross Sections
     column_mat = str(inputSheet["H15:I15"].value[0]) # Column Material
     beam_mat = str(inputSheet["H16:I16"].value[0]) # Beam Material
     bracing_mat = str(inputSheet["H17:I17"].value[0]) # Bracing Material
@@ -167,7 +167,7 @@ def main():
     Material(2, beam_mat)
     Material(3, bracing_mat)
 
-    # Creating Sections
+    # Creating Cross Sections
     CrossSection(1, column, 1)
     CrossSection(2, beam, 2)
     CrossSection(3, bracing, 3)

Examples/Timber_Design/timber_hall.py

@@ -50,7 +50,7 @@
 # starting modification of the model
 Model.clientModel.service.begin_modification()
 
-# deleting all available objects/materials/sections
+# deleting all available objects/materials/cross-sections
 Model.clientModel.service.delete_all()
 
 # activate required add-ons

Examples/TrussGenerator_2D/TrussGenerator.py

@@ -750,7 +750,7 @@ def click(self):
             Material(2, lower_chord_material)
             Material(3, diagonal_material)
             Material(4, vertical_material)
-            # Create Sections
+            # Create Cross Sections
             try:
                 CrossSection(1, upper_chord_section, 1)
                 CrossSection(2, lower_chord_section, 2)

RFEM/BasicObjects/bracing.py

@@ -71,5 +71,5 @@ def GetCrossSection(object_index: int = 1, model = Model):
             model (RFEM Class, optional): Model to be edited
         '''
 
-        # Get Section from client model
+        # Get Cross Section from client model
         return model.clientModel.service.get_cross_section(object_index)