diff --git a/RFEM/BasicObjects/section.py b/RFEM/BasicObjects/section.py index 861b1c54..acf0a383 100644 --- a/RFEM/BasicObjects/section.py +++ b/RFEM/BasicObjects/section.py @@ -16,6 +16,7 @@ def __init__(self, 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 (class, optional): Model instance ''' # Client model | Section diff --git a/RFEM/Imperfections/imperfectionCase.py b/RFEM/Imperfections/imperfectionCase.py index a3aefeb6..c3f22d73 100644 --- a/RFEM/Imperfections/imperfectionCase.py +++ b/RFEM/Imperfections/imperfectionCase.py @@ -1,19 +1,166 @@ -from RFEM.initModel import Model, clearAtributes +from pydoc import cli +from RFEM.initModel import Model, clearAtributes, ConvertToDlString +from RFEM.enums import ImperfectionType, ImperfectionCaseDirection, DirectionForLevelDirection +from RFEM.enums import ImperfectionCaseSourceType, ImperfectionCaseAssignmentType class ImperfectionCase(): + + level_imperfection_item: dict = {'no':1,'level':3,'e_1':0,'theta_1':0,'e_2':0,'theta_2':0,'comment':''} + imperfection_case_item: dict = {'no':1,'name':1, 'factor':1.1,'operator_type': 'OPERATOR_NONE','comment':''} + def __init__(self, no: int = 1, - assigned_to_load_cases: str = '1', + type = ImperfectionType.IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS, + assigned_to_load_cases: str = '', + assigned_to_load_combinations: str ='', + assign_to_combinations_without_assigned_imperfection_case: bool = True, + active: bool = True, comment: str = '', params: dict = None, model = Model): + """ + Imperfection Case + + Args: + no (int, optional): Number + type (enum, optional): 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, optional): Assign to all load combinations without assigned imperfection case + 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 (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:imperfection_case') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Imperfection Case No. + clientObject.no = no + + # Type of imperfection + clientObject.type = type.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + + # Assign to Load Cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + # Assign to Combinations Without Assigned Imperfection Case + clientObject.assign_to_combinations_without_assigned_imperfection_case = assign_to_combinations_without_assigned_imperfection_case + + # Active + clientObject.is_active = active + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Imperfection Case to client model + model.clientModel.service.set_imperfection_case(clientObject) + + @staticmethod + def Local( + no: int = 1, + assigned_to_load_combinations: str ='', + assigned_to_load_cases: str = '', + comment: str = '', + params: dict = None, + model = Model): + """ + Imperfection Case Local Imperfections + + Args: + no (int, optional): Number + 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 (class, optional): Model instance + """ + + # assigned_to_load_combinations XY is first in parameter list because imperfections are + # usually assigned to load combinations. + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:imperfection_case') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Imperfection Case No. + clientObject.no = no + + # Local Type + clientObject.type = ImperfectionType.IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + + # Assign to Load Cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + if len(assigned_to_load_cases) + len(assigned_to_load_combinations) == 0: + print('Warning: An imperfection case should be assigned to a load case or load combination.') + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Imperfection Case to client model + model.clientModel.service.set_imperfection_case(clientObject) + + @staticmethod + def InitialSwayViaTable( + no: int = 1, + assigned_to_load_cases: str = '', + assigned_to_load_combinations: str ='', + assign_to_combinations_without_assigned_imperfection_case: bool = True, + direction = ImperfectionCaseDirection.IMPERFECTION_CASE_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, + direction_for_level_direction = DirectionForLevelDirection.DIRECTION_X, + coordinate_system: int = 1, + sway_coefficients_reciprocal: bool = True, + level_imperfections: list = [level_imperfection_item], + active: bool = True, + comment: str = '', + params: dict = None, + model = Model): + """ + Imperfection Case Initial Sway via Table - ''' Args: - no (int): Imperfection Case Tag + no (int, optional): Number + type (enum, optional): 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, optional): Assign to all load combinations without assigned imperfection case + direction (enum, optional): Level direction + direction_for_level_direction (enum, optional): Imperfection direction + coordinate_system (int, optional): Coordinate system + sway_coefficients_reciprocal (bool, optional): Sway coefficient as reciprocal of 1 + level_imperfections (list, optional): 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 (class, optional): Model instance + """ # Client model | Imperfection Case clientObject = model.clientModel.factory.create('ns0:imperfection_case') @@ -24,8 +171,291 @@ def __init__(self, # Imperfection Case No. clientObject.no = no + # Type of imperfection + clientObject.type = ImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY_VIA_TABLE.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + # Assign to Load Cases - clientObject.assigned_to_load_cases = assigned_to_load_cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + # Assign to Combinations Without Assigned Imperfection Case + clientObject.assign_to_combinations_without_assigned_imperfection_case = assign_to_combinations_without_assigned_imperfection_case + + # Level Direction + clientObject.direction = direction.name + + # Imperfection Direction + clientObject.direction_for_level_direction = direction_for_level_direction.name + + # Coordinate System + clientObject.coordinate_system = coordinate_system + + # Sway Coeefficient as Reciprocal of 1 + clientObject.sway_coefficients_reciprocal = sway_coefficients_reciprocal + + # Level Imperfections Table + clientObject.level_imperfections = model.clientModel.factory.create('ns0:array_of_imperfection_case_level_imperfections') + + for i in level_imperfections: + li_proto = model.clientModel.factory.create('ns0:imperfection_case_level_imperfections_row') + li_proto.no = i['no'] + li_proto.row.level = i['level'] + li_proto.row.e_1 = i['e_1'] + li_proto.row.theta_1 = i['theta_1'] + li_proto.row.e_2 = i['e_2'] + li_proto.row.theta_2 = i['theta_2'] + li_proto.row.comment = i['comment'] + + clientObject.level_imperfections.imperfection_case_level_imperfections.append(li_proto) + + # Active + clientObject.is_active = active + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Imperfection Case to client model + model.clientModel.service.set_imperfection_case(clientObject) + + @staticmethod + def NotionalLoads( + no: int = 1, + assigned_to_load_cases: str = '', + assigned_to_load_combinations: str ='', + assign_to_combinations_without_assigned_imperfection_case: bool = True, + load_case_for_notional_loads: int = 1, + active: bool = True, + comment: str = '', + params: dict = None, + model = Model): + """ + Imperfection Case + + Args: + no (int, optional): Number + 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, optional): Assign to all load combinations without assigned imperfection case + load_case_for_notional_loads(int, manadatory): Load case for notional loads + 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 (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:imperfection_case') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Imperfection Case No. + clientObject.no = no + + # Type of imperfection + clientObject.type = ImperfectionType.IMPERFECTION_TYPE_NOTIONAL_LOADS_FROM_LOAD_CASE.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + + # Assign to Load Cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + # Assign to Combinations Without Assigned Imperfection Case + clientObject.assign_to_combinations_without_assigned_imperfection_case = assign_to_combinations_without_assigned_imperfection_case + + # Load Case for Notional Loads + clientObject.load_case_for_notional_loads = load_case_for_notional_loads + + # Active + clientObject.is_active = active + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Imperfection Case to client model + model.clientModel.service.set_imperfection_case(clientObject) + + @staticmethod + def StaticDeformation( + no: int = 1, + assigned_to_load_cases: str = '', + assigned_to_load_combinations: str ='', + assign_to_combinations_without_assigned_imperfection_case: bool = True, + direction = ImperfectionCaseDirection.IMPERFECTION_CASE_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, + coordinate_system: int = 1, + source = ImperfectionCaseSourceType.SOURCE_TYPE_LOAD_CASE, + imperfection_shape_from: int = 1, + imperfection_magnitude: float = 0.3, + magnitude_assignment_type = ImperfectionCaseAssignmentType.MAGNITUDE_ASSIGNMENT_SPECIFIC_NODE, + reference_node: int = None, + active: bool = True, + comment: str = '', + params: dict = None, + model = Model): + """ + Static Deformation Type + + Args: + no (int, optional): Number + 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, optional): Assign to all load combinations without assigned imperfection case + direction (enum, optional): + coordinate_system (int, optional): + source (enum, optional): + imperfection_shape_from (int, optional): + imperfection_magnitude (float, optional): + magnitude_assignment_type (enum, optional): + reference_node (int, optional): + 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 (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:imperfection_case') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Imperfection Case No. + clientObject.no = no + + # Type of imperfection + clientObject.type = ImperfectionType.IMPERFECTION_TYPE_STATIC_DEFORMATION.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + + # Assign to Load Cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + # Assign to Combinations Without Assigned Imperfection Case + clientObject.assign_to_combinations_without_assigned_imperfection_case = assign_to_combinations_without_assigned_imperfection_case + + # Direction + clientObject.direction = direction.name + + # Coordinate System number + clientObject.coordinate_system = coordinate_system + + # Source + clientObject.source = source.name + + # Shape from Load Case/Combination + if source == ImperfectionCaseSourceType.SOURCE_TYPE_LOAD_CASE: + clientObject.shape_from_load_case = imperfection_shape_from + else: + clientObject.shape_from_load_combination = imperfection_shape_from + + # Imperfection Magnuítude + clientObject.delta_zero = imperfection_magnitude + + # Reference Location + clientObject.magnitude_assignment_type = magnitude_assignment_type.name + + # Reference Node + if magnitude_assignment_type == ImperfectionCaseAssignmentType.MAGNITUDE_ASSIGNMENT_SPECIFIC_NODE: + clientObject.reference_node = reference_node + + # Active + clientObject.is_active = active + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Imperfection Case to client model + model.clientModel.service.set_imperfection_case(clientObject) + + @staticmethod + def Group( + no: int = 1, + assigned_to_load_cases: str = '', + assigned_to_load_combinations: str ='', + assign_to_combinations_without_assigned_imperfection_case: bool = True, + imperfection_cases: list = [imperfection_case_item], + active: bool = True, + comment: str = '', + params: dict = None, + model = Model): + """ + Imperfection Case + + Args: + no (int, optional): Number + 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, optional): Assign to all load combinations without assigned imperfection case + imperfection_cases (list, optional): Imperfection cases items + 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 (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:imperfection_case') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Imperfection Case No. + clientObject.no = no + + # Type + clientObject.type = ImperfectionType.IMPERFECTION_TYPE_IMPERFECTION_CASES_GROUP.name + + # Assign to Load Combinations + if assigned_to_load_combinations: + clientObject.assigned_to_load_combinations = ConvertToDlString(assigned_to_load_combinations) + + # Assign to Load Cases + if assigned_to_load_cases: + clientObject.assigned_to_load_cases = ConvertToDlString(assigned_to_load_cases) + + # Assign to Combinations Without Assigned Imperfection Case + clientObject.assign_to_combinations_without_assigned_imperfection_case = assign_to_combinations_without_assigned_imperfection_case + + # Imperfection Case Items + clientObject.imperfection_cases_items = model.clientModel.factory.create('ns0:array_of_imperfection_case_imperfection_cases_items') + + for i in imperfection_cases: + li_proto = model.clientModel.factory.create('ns0:imperfection_case_imperfection_cases_items_row') + li_proto.no = i['no'] + li_proto.row.name = i['name'] + li_proto.row.factor = i['factor'] + li_proto.row.operator_type = i['operator_type'] + li_proto.row.comment = i['comment'] + + clientObject.imperfection_cases_items.imperfection_case_imperfection_cases_items.append(li_proto) + + # Active + clientObject.is_active = active # Comment clientObject.comment = comment diff --git a/RFEM/Imperfections/memberImperfection.py b/RFEM/Imperfections/memberImperfection.py new file mode 100644 index 00000000..e7333b79 --- /dev/null +++ b/RFEM/Imperfections/memberImperfection.py @@ -0,0 +1,158 @@ +from RFEM.initModel import Model, clearAtributes, ConvertToDlString +from RFEM.enums import MemberImperfectionType, MemberImperfectionDefinitionType +from RFEM.enums import ImperfectionDirection, ImperfectionDirection, MemberImperfectionActiveCriterion + +class MemberImperfection(): + + def __init__(self, + no: int = 1, + imperfection_case: int = 1, + members: str ='1', + imperfection_type = MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY, + definition_type = MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE, + imperfection_direction = ImperfectionDirection.IMPERFECTION_DIRECTION_LOCAL_Z, + parameters: list = [0.035], + comment: str = '', + params: dict = None, + model = Model): + """ + Member Imperfection + An imperfection case must be created before. + + Args: + no (int, optional): Number + imperfection_case (int, optional): Imperfection case number + members (str, optional): Assigned to members + imperfection_type (enum, optional): Imperfection Type + definition_type (enum, optional): Definition Type + imperfection_direction (enum, optional): Imperfection direction + parameters (list, optional): 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 (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:member_imperfection') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Member Imperfection No. + clientObject.no = no + + # Member Imperfection Type + clientObject.imperfection_type = imperfection_type.name + + # Assigned to Members No. + clientObject.members = ConvertToDlString(members) + + # Imperfection Case + clientObject.imperfection_case = imperfection_case + + # Definition Type + clientObject.definition_type = definition_type.name + + # Imperfection Direction + clientObject.imperfection_direction = imperfection_direction.name + + # Parameters + if imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1992_1_1993_1: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.column_in_row = parameters[2] + clientObject.reduction_factor_h = parameters[3] + clientObject.reduction_factor_m = parameters[4] + clientObject.initial_sway = parameters[5] + clientObject.initial_sway_inverted = parameters[6] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1995_1_1: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.reduction_factor_h = parameters[2] + clientObject.initial_sway = parameters[3] + clientObject.initial_sway_inverted = parameters[4] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_CURRENT: + clientObject.basic_value_coefficient = parameters[0] + clientObject.standard_factor_enumeration = parameters[1].name + clientObject.standard_factor_number = parameters[2] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.standard_factor_enumeration = parameters[1].name + clientObject.standard_factor_number = parameters[2] + clientObject.case_object = parameters[3] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_CURRENT: + clientObject.basic_value_coefficient = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.case_object = parameters[1] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_CURRENT: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.number_of_floors = parameters[2] + clientObject.delta = parameters[3] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.number_of_floors = parameters[1] + clientObject.case_object = parameters[2] + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_SWAY' + + elif imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_BOW: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1993_1_1: + clientObject.section_design = parameters[0].name + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1995_1_1: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1999_1_1: + clientObject.section_design = parameters[0].name + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_CURRENT: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_GRAVITY_LOAD: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_CURRENT: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_GRAVITY_LOAD: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017: + #clientObject. = parameters[0] # TODO: possibly missing parameter Buckling Curve = a - d + pass + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_BOW' + + elif imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_BOW_AND_CRITERION: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + clientObject.active_criterion = parameters[1].name + if clientObject.active_criterion == MemberImperfectionActiveCriterion.ACTIVITY_CRITERION_DEFINE: + clientObject.active_bow = parameters[2] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + clientObject.active_criterion = parameters[1].name + if clientObject.active_criterion == MemberImperfectionActiveCriterion.ACTIVITY_CRITERION_DEFINE: + clientObject.active_bow = parameters[2] + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_BOW_AND_CRITERION' + else: + assert False, 'Wrong MemberImperfectionDefinitionType' + + # Reference to List of Members + clientObject.reference_to_list_of_members + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Member Imperfection to client model + model.clientModel.service.set_member_imperfection(imperfection_case, clientObject) diff --git a/RFEM/Imperfections/membersetImperfection.py b/RFEM/Imperfections/membersetImperfection.py new file mode 100644 index 00000000..d5b88c71 --- /dev/null +++ b/RFEM/Imperfections/membersetImperfection.py @@ -0,0 +1,156 @@ +from RFEM.initModel import Model, clearAtributes, ConvertToDlString +from RFEM.enums import MemberImperfectionType, MemberImperfectionDefinitionType +from RFEM.enums import ImperfectionDirection, MemberImperfectionActiveCriterion + +class MemberSetImperfection(): + + def __init__(self, + no: int = 1, + imperfection_case: int = 1, + member_sets: str ='1', + imperfection_type = MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY, + definition_type = MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE, + imperfection_direction = ImperfectionDirection.IMPERFECTION_DIRECTION_LOCAL_Z, + parameters: list = [0.0022], + comment: str = '', + params: dict = None, + model = Model): + """ + Member Imperfection + An imperfection case must be created before. + + Args: + no (int, optional): Number + imperfection_case (int, optional): _description_. Defaults to 1. + member_sets (str, optional): _description_. Defaults to '1'. + imperfection_type (enum, optional): _description_. Defaults to MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY. + definition_type (enum, optional): _description_. Defaults to MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE. + imperfection_direction (enum, optional): _description_. Defaults to ImperfectionDirection.IMPERFECTION_DIRECTION_LOCAL_Z. + parameters (list, optional): _description_. Defaults to [0.035]. + comment (str, optional): Comments + params (dict, optional): Any WS Parameter relevant to the object and its value in form of a dictionary + model (class, optional): Model instance + """ + + # Client model | Imperfection Case + clientObject = model.clientModel.factory.create('ns0:member_set_imperfection') + + # Clears object atributes | Sets all atributes to None + clearAtributes(clientObject) + + # Member Imperfection No. + clientObject.no = no + + # Member Imperfection Type + clientObject.imperfection_type = imperfection_type.name + + # Assigned to Members No. + clientObject.member_sets = ConvertToDlString(member_sets) + + # Imperfection Case + clientObject.imperfection_case = imperfection_case + + # Definition Type + clientObject.definition_type = definition_type.name + + + # Imperfection Direction + clientObject.imperfection_direction = imperfection_direction.name + + # Parameters + if imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1992_1_1993_1: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.column_in_row = parameters[2] + clientObject.reduction_factor_h = parameters[3] + clientObject.reduction_factor_m = parameters[4] + clientObject.initial_sway = parameters[5] + clientObject.initial_sway_inverted = parameters[6] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1995_1_1: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.reduction_factor_h = parameters[2] + clientObject.initial_sway = parameters[3] + clientObject.initial_sway_inverted = parameters[4] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_CURRENT: + clientObject.basic_value_coefficient = parameters[0] + clientObject.standard_factor_enumeration = parameters[1].name + clientObject.standard_factor_number = parameters[2] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.standard_factor_enumeration = parameters[1].name + clientObject.standard_factor_number = parameters[2] + clientObject.case_object = parameters[3] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_CURRENT: + clientObject.basic_value_coefficient = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.case_object = parameters[1] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_CURRENT: + clientObject.basic_value_relative = parameters[0] + clientObject.height = parameters[1] + clientObject.number_of_floors = parameters[2] + clientObject.delta = parameters[3] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017_GRAVITY_LOAD: + clientObject.basic_value_coefficient = parameters[0] + clientObject.number_of_floors = parameters[1] + clientObject.case_object = parameters[2] + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_SWAY' + + elif imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_BOW: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1993_1_1: + clientObject.section_design = parameters[0].name + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1995_1_1: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1999_1_1: + clientObject.section_design = parameters[0].name + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_CURRENT: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ANSI_GRAVITY_LOAD: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_CURRENT: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_CSA_GRAVITY_LOAD: + clientObject.basic_value_relative = parameters[0] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_GB_50017_2017: + #clientObject. = parameters[0] # TODO: possibly missing parameter Buckling Curve = a - d + pass + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_BOW' + + elif imperfection_type == MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_BOW_AND_CRITERION: + if definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_RELATIVE: + clientObject.basic_value_relative = parameters[0] + clientObject.active_criterion = parameters[1].name + if clientObject.active_criterion == MemberImperfectionActiveCriterion.ACTIVITY_CRITERION_DEFINE: + clientObject.active_bow = parameters[2] + elif definition_type == MemberImperfectionDefinitionType.DEFINITION_TYPE_ABSOLUTE: + clientObject.basic_value_absolute = parameters[0] + clientObject.active_criterion = parameters[1].name + if clientObject.active_criterion == MemberImperfectionActiveCriterion.ACTIVITY_CRITERION_DEFINE: + clientObject.active_bow = parameters[2] + else: + assert False, 'Wrong MemberImperfectionDefinitionType for IMPERFECTION_TYPE_INITIAL_BOW_AND_CRITERION' + else: + assert False, 'Wrong MemberImperfectionDefinitionType' + + # Comment + clientObject.comment = comment + + # Adding optional parameters via dictionary + if params: + for key in params: + clientObject[key] = params[key] + + # Add Member Imperfection to client model + model.clientModel.service.set_member_set_imperfection(imperfection_case, clientObject) diff --git a/RFEM/enums.py b/RFEM/enums.py index 26ef4c20..b135ba46 100644 --- a/RFEM/enums.py +++ b/RFEM/enums.py @@ -6,25 +6,22 @@ class MemberType(Enum): Member Type ''' TYPE_BEAM, TYPE_BUCKLING, TYPE_CABLE, TYPE_COMPRESSION, TYPE_COUPLING_HINGE_HINGE,\ - TYPE_COUPLING_HINGE_RIGID, TYPE_COUPLING_RIGID_HINGE, TYPE_COUPLING_RIGID_RIGID,\ - TYPE_DEFINABLE_STIFFNESS, TYPE_RIB, TYPE_RIGID, TYPE_TENSION, TYPE_TRUSS, TYPE_TRUSS_ONLY_N, TYPE_RESULT_BEAM = range( - 15) + TYPE_COUPLING_HINGE_RIGID, TYPE_COUPLING_RIGID_HINGE, TYPE_COUPLING_RIGID_RIGID,\ + TYPE_DEFINABLE_STIFFNESS, TYPE_RIB, TYPE_RIGID, TYPE_TENSION, TYPE_TRUSS, TYPE_TRUSS_ONLY_N, TYPE_RESULT_BEAM = range(15) class NodalSupportType(Enum): ''' Nodal Support Type ''' - FIXED, HINGED, ROLLER, ROLLER_IN_X, ROLLER_IN_Y, ROLLER_IN_Z, FREE = range( - 7) + FIXED, HINGED, ROLLER, ROLLER_IN_X, ROLLER_IN_Y, ROLLER_IN_Z, FREE = range(7) class LineSupportType(Enum): ''' Nodal Support Type ''' - FIXED, HINGED, SLIDING_IN_X_AND_Y, SLIDING_IN_X, SLIDING_IN_Y, SLIDING_IN_Z, FREE = range( - 7) + FIXED, HINGED, SLIDING_IN_X_AND_Y, SLIDING_IN_X, SLIDING_IN_Y, SLIDING_IN_Z, FREE = range(7) class LineWeldedJointType(Enum): @@ -39,9 +36,8 @@ class WeldType(Enum): Welded Type | Enum """ WELD_BEVEL_AND_FILLET, WELD_DOUBLE_BEVEL, WELD_DOUBLE_FILLET, WELD_DOUBLE_J,\ - WELD_DOUBLE_SQUARE, WELD_DOUBLE_U, WELD_DOUBLE_V, WELD_J_AND_FILLET, WELD_SINGLE_BEVEL,\ - WELD_SINGLE_FILLET, WELD_SINGLE_J, WELD_SINGLE_SQUARE, WELD_SINGLE_U, WELD_SINGLE_V, WELD_V_AND_FILLET = range( - 15) + WELD_DOUBLE_SQUARE, WELD_DOUBLE_U, WELD_DOUBLE_V, WELD_J_AND_FILLET, WELD_SINGLE_BEVEL,\ + WELD_SINGLE_FILLET, WELD_SINGLE_J, WELD_SINGLE_SQUARE, WELD_SINGLE_U, WELD_SINGLE_V, WELD_V_AND_FILLET = range(15) class WeldLongitudalArrangement(Enum): @@ -62,8 +58,7 @@ class StaticAnalysisType(Enum): ''' Static Analysis Type ''' - GEOMETRICALLY_LINEAR, LARGE_DEFORMATIONS, LARGE_DEFORMATIONS_POSTRCRITICAL, SECOND_ORDER_P_DELTA = range( - 4) + GEOMETRICALLY_LINEAR, LARGE_DEFORMATIONS, LARGE_DEFORMATIONS_POSTRCRITICAL, SECOND_ORDER_P_DELTA = range(4) class StaticAnalysisSettingsIterativeMethodForNonlinearAnalysis(Enum): @@ -71,15 +66,14 @@ class StaticAnalysisSettingsIterativeMethodForNonlinearAnalysis(Enum): Static Analysis Settings Iterative Method For Nonlinear Analysis | Enum ''' DYNAMIC_RELAXATION, NEWTON_RAPHSON, NEWTON_RAPHSON_COMBINED_WITH_PICARD, NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS,\ - NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS, PICARD = range(6) + NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS, PICARD = range(6) class StaticAnalysisSettingsMethodOfEquationSystem(Enum): ''' Static Analysis Settings Method of Equation System | Enum ''' - METHOD_OF_EQUATION_SYSTEM_DIRECT, METHOD_OF_EQUATION_SYSTEM_ITERATIVE = range( - 2) + METHOD_OF_EQUATION_SYSTEM_DIRECT, METHOD_OF_EQUATION_SYSTEM_ITERATIVE = range(2) class StaticAnalysisSettingsPlateBendingTheory(Enum): @@ -94,8 +88,7 @@ class AnalysisType(Enum): Analysis Type ''' ANALYSIS_TYPE_CREEP_AND_SHRINKAGE, ANALYSIS_TYPE_CUTTING_PATTERN, ANALYSIS_TYPE_MODAL, ANALYSIS_TYPE_RESPONSE_SPECTRUM,\ - ANALYSIS_TYPE_STATIC, ANALYSIS_TYPE_TIME_DEPENDENT, ANALYSIS_TYPE_TIME_HISTORY, ANALYSIS_TYPE_WIND_SIMULATION = range( - 8) + ANALYSIS_TYPE_STATIC, ANALYSIS_TYPE_TIME_DEPENDENT, ANALYSIS_TYPE_TIME_HISTORY, ANALYSIS_TYPE_WIND_SIMULATION = range(8) class LoadDirectionType(Enum): @@ -103,8 +96,7 @@ class LoadDirectionType(Enum): Load Direction Type ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range( - 6) + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range(6) class MemberLoadDirection(Enum): @@ -112,10 +104,10 @@ class MemberLoadDirection(Enum): Member Load Direction ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_PRINCIPAL_U,\ - LOAD_DIRECTION_PRINCIPAL_V = range(11) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_PRINCIPAL_U,\ + LOAD_DIRECTION_PRINCIPAL_V = range(11) class MemberLoadType(Enum): @@ -123,10 +115,9 @@ class MemberLoadType(Enum): Member Load Type ''' E_TYPE_MASS, LOAD_TYPE_AXIAL_DISPLACEMENT, LOAD_TYPE_AXIAL_STRAIN, LOAD_TYPE_DISPLACEMENT, LOAD_TYPE_FORCE,\ - LOAD_TYPE_FORM_FINDING, LOAD_TYPE_INITIAL_PRESTRESS, LOAD_TYPE_MOMENT, LOAD_TYPE_PIPE_CONTENT_FULL,\ - LOAD_TYPE_PIPE_CONTENT_PARTIAL, LOAD_TYPE_PIPE_INTERNAL_PRESSURE, LOAD_TYPE_PRECAMBER, LOAD_TYPE_ROTARY_MOTION,\ - LOAD_TYPE_ROTATION, LOAD_TYPE_TEMPERATURE, LOAD_TYPE_TEMPERATURE_CHANGE = range( - 16) + LOAD_TYPE_FORM_FINDING, LOAD_TYPE_INITIAL_PRESTRESS, LOAD_TYPE_MOMENT, LOAD_TYPE_PIPE_CONTENT_FULL,\ + LOAD_TYPE_PIPE_CONTENT_PARTIAL, LOAD_TYPE_PIPE_INTERNAL_PRESSURE, LOAD_TYPE_PRECAMBER, LOAD_TYPE_ROTARY_MOTION,\ + LOAD_TYPE_ROTATION, LOAD_TYPE_TEMPERATURE, LOAD_TYPE_TEMPERATURE_CHANGE = range(16) class MemberLoadDistribution(Enum): @@ -134,9 +125,9 @@ class MemberLoadDistribution(Enum): Member Load Distribution ''' LOAD_DISTRIBUTION_CONCENTRATED_1, LOAD_DISTRIBUTION_CONCENTRATED_2, LOAD_DISTRIBUTION_CONCENTRATED_2x2,\ - LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ - LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ - LOAD_DISTRIBUTION_VARYING, LOAD_DISTRIBUTION_VARYING_IN_Z = range(12) + LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ + LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ + LOAD_DISTRIBUTION_VARYING, LOAD_DISTRIBUTION_VARYING_IN_Z = range(12) class MemberHingeAxialRelease(Enum): @@ -144,10 +135,9 @@ class MemberHingeAxialRelease(Enum): Member Hinge Axial Release ''' NONLINEARITY_TYPE_DIAGRAM, NONLINEARITY_TYPE_FAILURE_ALL_IF_NEGATIVE, NONLINEARITY_TYPE_FAILURE_ALL_IF_POSITIVE,\ - NONLINEARITY_TYPE_FAILURE_IF_NEGATIVE, NONLINEARITY_TYPE_FAILURE_IF_POSITIVE, NONLINEARITY_TYPE_FRICTION_DIRECTION_1,\ - NONLINEARITY_TYPE_FRICTION_DIRECTION_1_2, NONLINEARITY_TYPE_FRICTION_DIRECTION_1_PLUS_2, NONLINEARITY_TYPE_FRICTION_DIRECTION_2,\ - NONLINEARITY_TYPE_NONE, NONLINEARITY_TYPE_PARTIAL_ACTIVITY, NONLINEARITY_TYPE_STIFFNESS_DIAGRAM = range( - 12) + NONLINEARITY_TYPE_FAILURE_IF_NEGATIVE, NONLINEARITY_TYPE_FAILURE_IF_POSITIVE, NONLINEARITY_TYPE_FRICTION_DIRECTION_1,\ + NONLINEARITY_TYPE_FRICTION_DIRECTION_1_2, NONLINEARITY_TYPE_FRICTION_DIRECTION_1_PLUS_2, NONLINEARITY_TYPE_FRICTION_DIRECTION_2,\ + NONLINEARITY_TYPE_NONE, NONLINEARITY_TYPE_PARTIAL_ACTIVITY, NONLINEARITY_TYPE_STIFFNESS_DIAGRAM = range(12) class LineLoadType(Enum): @@ -169,9 +159,9 @@ class LineLoadDistribution(Enum): Line Load Distribution ''' LOAD_DISTRIBUTION_CONCENTRATED_1, LOAD_DISTRIBUTION_CONCENTRATED_2, LOAD_DISTRIBUTION_CONCENTRATED_2x2,\ - LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ - LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ - LOAD_DISTRIBUTION_VARYING = range(11) + LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ + LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ + LOAD_DISTRIBUTION_VARYING = range(11) class LineSetLoadDistribution(Enum): @@ -179,25 +169,23 @@ class LineSetLoadDistribution(Enum): Line Load Distribution ''' LOAD_DISTRIBUTION_CONCENTRATED_1, LOAD_DISTRIBUTION_CONCENTRATED_2, LOAD_DISTRIBUTION_CONCENTRATED_2x2,\ - LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ - LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ - LOAD_DISTRIBUTION_VARYING = range(11) + LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ + LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ + LOAD_DISTRIBUTION_VARYING = range(11) class SurfaceGeometry(Enum): ''' Geometry Type ''' - GEOMETRY_PLANE, GEOMETRY_QUADRANGLE, GEOMETRY_NURBS, GEOMETRY_ROTATED, GEOMETRY_PIPE = range( - 5) + GEOMETRY_PLANE, GEOMETRY_QUADRANGLE, GEOMETRY_NURBS, GEOMETRY_ROTATED, GEOMETRY_PIPE = range(5) class SurfaceType(Enum): ''' Stiffness Type ''' - TYPE_LOAD_TRANSFER, TYPE_MEMBRANE, TYPE_RIGID, TYPE_STANDARD, TYPE_WITHOUT_MEMBRANE_TENSION, TYPE_WITHOUT_THICKNESS = range( - 6) + TYPE_LOAD_TRANSFER, TYPE_MEMBRANE, TYPE_RIGID, TYPE_STANDARD, TYPE_WITHOUT_MEMBRANE_TENSION, TYPE_WITHOUT_THICKNESS = range(6) class SurfaceLoadDistribution(Enum): @@ -205,8 +193,7 @@ class SurfaceLoadDistribution(Enum): Surface Load Distribution ''' LOAD_DISTRIBUTION_LINEAR, LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z,\ - LOAD_DISTRIBUTION_RADIAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_VARYING_IN_Z = range( - 7) + LOAD_DISTRIBUTION_RADIAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_VARYING_IN_Z = range(7) class SurfaceLoadDirection(Enum): @@ -214,10 +201,9 @@ class SurfaceLoadDirection(Enum): Surface Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range( - 9) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range(9) class SurfaceLoadType(Enum): @@ -225,16 +211,14 @@ class SurfaceLoadType(Enum): Surface Load Type | Enum ''' LOAD_TYPE_AXIAL_STRAIN, LOAD_TYPE_FORCE, LOAD_TYPE_FORM_FINDING, LOAD_TYPE_MASS, LOAD_TYPE_PRECAMBER,\ - LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_TEMPERATURE = range(7) + LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_TEMPERATURE = range(7) class SurfaceLoadDistributionDirection(Enum): ''' Surface Load Distribution Direction ''' - LOAD_TRANSFER_DIRECTION_IN_BOTH, LOAD_TRANSFER_DIRECTION_IN_X, LOAD_TRANSFER_DIRECTION_IN_Y = range( - 3) - #LOAD_DISTRIBUTION_DIRECTION_IN_BOTH, LOAD_DISTRIBUTION_DIRECTION_IN_X, LOAD_DISTRIBUTION_DIRECTION_IN_Y = range(3) + LOAD_TRANSFER_DIRECTION_IN_BOTH, LOAD_TRANSFER_DIRECTION_IN_X, LOAD_TRANSFER_DIRECTION_IN_Y = range(3) class SetType(Enum): @@ -248,33 +232,28 @@ class NodalLoadType(Enum): ''' Nodal Load Type ''' - LOAD_TYPE_COMPONENTS, LOAD_TYPE_FORCE, LOAD_TYPE_MASS, LOAD_TYPE_MOMENT = range( - 4) + LOAD_TYPE_COMPONENTS, LOAD_TYPE_FORCE, LOAD_TYPE_MASS, LOAD_TYPE_MOMENT = range(4) class NodalLoadSpecificDirectionType(Enum): ''' Nodal Load Specific Direction Type ''' - DIRECTION_TYPE_DIRECTED_TO_NODE, DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, DIRECTION_TYPE_ROTATED_VIA_3_ANGLES = range( - 5) + DIRECTION_TYPE_DIRECTED_TO_NODE, DIRECTION_TYPE_PARALLEL_TO_CS_OF_LINE, DIRECTION_TYPE_PARALLEL_TO_CS_OF_MEMBER, DIRECTION_TYPE_PARALLEL_TO_TWO_NODES, DIRECTION_TYPE_ROTATED_VIA_3_ANGLES = range(5) class NodalLoadAxesSequence(Enum): ''' Nodal Load Axes Sequence ''' - SEQUENCE_XYZ, SEQUENCE_XZY, SEQUENCE_YXZ, SEQUENCE_YZX, SEQUENCE_ZXY, SEQUENCE_ZYX = range( - 6) + SEQUENCE_XYZ, SEQUENCE_XZY, SEQUENCE_YXZ, SEQUENCE_YZX, SEQUENCE_ZXY, SEQUENCE_ZYX = range(6) class NodalLoadMassAxisRotation(Enum): ''' Nodal Load Mass Axis Rotation ''' - - AXIS_OF_ROTATION_X_NEGATIVE, AXIS_OF_ROTATION_X_POSITIVE, AXIS_OF_ROTATION_Y_NEGATIVE, AXIS_OF_ROTATION_Y_POSITIVE, AXIS_OF_ROTATION_Z_NEGATIVE, AXIS_OF_ROTATION_Z_POSITIVE = range( - 6) + AXIS_OF_ROTATION_X_NEGATIVE, AXIS_OF_ROTATION_X_POSITIVE, AXIS_OF_ROTATION_Y_NEGATIVE, AXIS_OF_ROTATION_Y_POSITIVE, AXIS_OF_ROTATION_Z_NEGATIVE, AXIS_OF_ROTATION_Z_POSITIVE = range(6) class ThicknessType(Enum): @@ -282,8 +261,8 @@ class ThicknessType(Enum): Thickness Type ''' TYPE_LAYERS, TYPE_SHAPE_ORTHOTROPY, TYPE_STIFFNESS_MATRIX, TYPE_THICKNESS_PHASE, TYPE_UNIFORM,\ - TYPE_VARIABLE_CIRCLE, TYPE_VARIABLE_FOUR_SURFACE_CORNERS, TYPE_VARIABLE_THREE_NODES, \ - TYPE_VARIABLE_TWO_NODES_AND_DIRECTION = range(9) + TYPE_VARIABLE_CIRCLE, TYPE_VARIABLE_FOUR_SURFACE_CORNERS, TYPE_VARIABLE_THREE_NODES, \ + TYPE_VARIABLE_TWO_NODES_AND_DIRECTION = range(9) class ThicknessDirection(Enum): @@ -291,12 +270,12 @@ class ThicknessDirection(Enum): Thickness Direction ''' THICKNESS_DIRECTION_IN_SMALL_X, THICKNESS_DIRECTION_IN_SMALL_Y, THICKNESS_DIRECTION_IN_X, \ - THICKNESS_DIRECTION_IN_Y, THICKNESS_DIRECTION_IN_Z = range(5) + THICKNESS_DIRECTION_IN_Y, THICKNESS_DIRECTION_IN_Z = range(5) class ThicknessSelfWeightDefinitionType(Enum): SELF_WEIGHT_COMPUTED_FROM_PARAMETERS, SELF_WEIGHT_DEFINED_VIA_FICTITIOUS_THICKNESS, \ - SELF_WEIGHT_DEFINED_VIA_WEIGHT = range(3) + SELF_WEIGHT_DEFINED_VIA_WEIGHT = range(3) class ThicknessShapeOrthotropySelfWeightDefinitionType(Enum): @@ -304,7 +283,7 @@ class ThicknessShapeOrthotropySelfWeightDefinitionType(Enum): Thickness Shape Orthotropy Self Weight Definition Type | Enum ''' SELF_WEIGHT_COMPUTED_FROM_PARAMETERS, SELF_WEIGHT_DEFINED_VIA_FICTITIOUS_THICKNESS, \ - SELF_WEIGHT_DEFINED_VIA_WEIGHT = range(3) + SELF_WEIGHT_DEFINED_VIA_WEIGHT = range(3) class ThicknessStiffnessMatrixSelfWeightDefinitionType(Enum): @@ -312,15 +291,13 @@ class ThicknessStiffnessMatrixSelfWeightDefinitionType(Enum): Thickness Stiffness Matrix Self Weight Definition Type | Enum ''' SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_BULK_DENSITY_AND_AREA_DENSITY, \ - SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_AREA_DENSITY, \ - SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_BULK_DENSITY = range( - 3) + SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_AREA_DENSITY, \ + SELF_WEIGHT_DEFINITION_TYPE_DEFINED_VIA_FICTITIOUS_THICKNESS_AND_BULK_DENSITY = range(3) class ThicknessOrthotropyType(Enum): BIDIRECTIONAL_RIBBED_PLATE, COUPLING, EFFECTIVE_THICKNESS, GRILLAGE, \ - HOLLOW_CORE_SLAB, TRAPEZOIDAL_SHEET, UNIDIRECTIONAL_RIBBED_PLATE = range( - 7) + HOLLOW_CORE_SLAB, TRAPEZOIDAL_SHEET, UNIDIRECTIONAL_RIBBED_PLATE = range(7) class LineLoadDirection(Enum): @@ -328,10 +305,9 @@ class LineLoadDirection(Enum): Line Load Direction ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range( - 9) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range(9) class LineSetLoadDirection(Enum): @@ -339,10 +315,9 @@ class LineSetLoadDirection(Enum): Lineset Load Direction ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range( - 9) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range(9) class MemberLoadEccentricityHorizontalAlignment(Enum): @@ -366,8 +341,7 @@ class MemberLoadEccentricitySectionMiddle(Enum): Member Load Eccentricity Section Middle ''' - LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, LOAD_ECCENTRICITY_SECTION_MIDDLE_NONE, LOAD_ECCENTRICITY_SECTION_MIDDLE_SHEAR_CENTER = range( - 3) + LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, LOAD_ECCENTRICITY_SECTION_MIDDLE_NONE, LOAD_ECCENTRICITY_SECTION_MIDDLE_SHEAR_CENTER = range(3) class MemberLoadFormFindingDefinitionType(Enum): @@ -382,10 +356,9 @@ class MemberLoadFormFindingForceDefinition(Enum): Member Load Form Finding Force Definition ''' FORM_FINDING_FORCE_INPUT_PARAMETER_AVERAGE, FORM_FINDING_FORCE_INPUT_PARAMETER_DENSITY, FORM_FINDING_FORCE_INPUT_PARAMETER_HORIZONTAL_TENSION_COMPONENT, \ - FORM_FINDING_FORCE_INPUT_PARAMETER_MAXIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_I_END, \ - FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_J_END, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMUM_FORCE_IN_MEMBER,\ - FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_J_END = range( - 9) + FORM_FINDING_FORCE_INPUT_PARAMETER_MAXIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_I_END, \ + FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_J_END, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMUM_FORCE_IN_MEMBER,\ + FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_J_END = range(9) class MemberLoadFormFindingGeometryDefinition(Enum): @@ -393,16 +366,15 @@ class MemberLoadFormFindingGeometryDefinition(Enum): Member Load Form Finding Geometry Definition ''' FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_LENGTH, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_LOW_POINT_VERTICAL_SAG, \ - FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_MAXIMUM_VERTICAL_SAG, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_SAG, \ - FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_UNSTRESSED_LENGTH = range(5) + FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_MAXIMUM_VERTICAL_SAG, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_SAG, \ + FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_UNSTRESSED_LENGTH = range(5) class MemberLoadFormFindingInternalForce(Enum): ''' Member Load Form Finding Internal Force ''' - FORM_FINDING_INTERNAL_FORCE_COMPRESSION, FORM_FINDING_INTERNAL_FORCE_TENSION = range( - 2) + FORM_FINDING_INTERNAL_FORCE_COMPRESSION, FORM_FINDING_INTERNAL_FORCE_TENSION = range(2) class MemberLoadDirectionOrientation(Enum): @@ -458,32 +430,28 @@ class NodeType(Enum): ''' Node Type | Enum ''' - TYPE_BETWEEN_TWO_NODES, TYPE_BETWEEN_TWO_POINTS, TYPE_ON_LINE, TYPE_ON_MEMBER, TYPE_STANDARD = range( - 5) + TYPE_BETWEEN_TWO_NODES, TYPE_BETWEEN_TWO_POINTS, TYPE_ON_LINE, TYPE_ON_MEMBER, TYPE_STANDARD = range(5) class NodeCoordinateSystemType(Enum): ''' Node Coordinate System Type | Enum ''' - COORDINATE_SYSTEM_CARTESIAN, COORDINATE_SYSTEM_POLAR, COORDINATE_SYSTEM_X_CYLINDRICAL, COORDINATE_SYSTEM_Y_CYLINDRICAL, COORDINATE_SYSTEM_Z_CYLINDRICAL = range( - 5) + COORDINATE_SYSTEM_CARTESIAN, COORDINATE_SYSTEM_POLAR, COORDINATE_SYSTEM_X_CYLINDRICAL, COORDINATE_SYSTEM_Y_CYLINDRICAL, COORDINATE_SYSTEM_Z_CYLINDRICAL = range(5) class NodeReferenceType(Enum): ''' Node Reference Type| Enum ''' - REFERENCE_TYPE_L, REFERENCE_TYPE_XY, REFERENCE_TYPE_XZ, REFERENCE_TYPE_YZ = range( - 4) + REFERENCE_TYPE_L, REFERENCE_TYPE_XY, REFERENCE_TYPE_XZ, REFERENCE_TYPE_YZ = range(4) class LineArcAlphaAdjustmentTarget(Enum): ''' Line Arc Alpha Adjustment Target | Enum ''' - ALPHA_ADJUSTMENT_TARGET_ARC_CONTROL_POINT, ALPHA_ADJUSTMENT_TARGET_BEGINNING_OF_ARC, \ - ALPHA_ADJUSTMENT_TARGET_END_OF_ARC = range(3) + ALPHA_ADJUSTMENT_TARGET_ARC_CONTROL_POINT, ALPHA_ADJUSTMENT_TARGET_BEGINNING_OF_ARC, ALPHA_ADJUSTMENT_TARGET_END_OF_ARC = range(3) class MemberSetLoadType(Enum): @@ -491,10 +459,9 @@ class MemberSetLoadType(Enum): Member Set Load Load Type ''' E_TYPE_MASS, LOAD_TYPE_AXIAL_DISPLACEMENT, LOAD_TYPE_AXIAL_STRAIN, LOAD_TYPE_DISPLACEMENT, \ - LOAD_TYPE_FORCE, LOAD_TYPE_FORM_FINDING, LOAD_TYPE_INITIAL_PRESTRESS, LOAD_TYPE_MOMENT, \ - LOAD_TYPE_PIPE_CONTENT_FULL, LOAD_TYPE_PIPE_CONTENT_PARTIAL, LOAD_TYPE_PIPE_INTERNAL_PRESSURE, \ - LOAD_TYPE_PRECAMBER, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_ROTATION, LOAD_TYPE_TEMPERATURE, LOAD_TYPE_TEMPERATURE_CHANGE = range( - 16) + LOAD_TYPE_FORCE, LOAD_TYPE_FORM_FINDING, LOAD_TYPE_INITIAL_PRESTRESS, LOAD_TYPE_MOMENT, \ + LOAD_TYPE_PIPE_CONTENT_FULL, LOAD_TYPE_PIPE_CONTENT_PARTIAL, LOAD_TYPE_PIPE_INTERNAL_PRESSURE, \ + LOAD_TYPE_PRECAMBER, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_ROTATION, LOAD_TYPE_TEMPERATURE, LOAD_TYPE_TEMPERATURE_CHANGE = range(16) class MemberSetLoadDistribution(Enum): @@ -502,9 +469,9 @@ class MemberSetLoadDistribution(Enum): Member Set Load Distribution | Enum ''' LOAD_DISTRIBUTION_CONCENTRATED_1, LOAD_DISTRIBUTION_CONCENTRATED_2, LOAD_DISTRIBUTION_CONCENTRATED_2x2,\ - LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ - LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ - LOAD_DISTRIBUTION_VARYING, LOAD_DISTRIBUTION_VARYING_IN_Z = range(12) + LOAD_DISTRIBUTION_CONCENTRATED_N, LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LOAD_DISTRIBUTION_PARABOLIC,\ + LOAD_DISTRIBUTION_TAPERED, LOAD_DISTRIBUTION_TRAPEZOIDAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_UNIFORM_TOTAL,\ + LOAD_DISTRIBUTION_VARYING, LOAD_DISTRIBUTION_VARYING_IN_Z = range(12) class MemberSetLoadDirection(Enum): @@ -512,10 +479,10 @@ class MemberSetLoadDirection(Enum): Member Set Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_PRINCIPAL_U,\ - LOAD_DIRECTION_PRINCIPAL_V = range(11) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_PRINCIPAL_U,\ + LOAD_DIRECTION_PRINCIPAL_V = range(11) class MemberSetLoadDirectionOrientation(Enum): @@ -571,16 +538,14 @@ class MemberSetLoadEccentricitySectionMiddle(Enum): ''' Member Set Load Eccentricity Section Middle ''' - LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, LOAD_ECCENTRICITY_SECTION_MIDDLE_NONE, LOAD_ECCENTRICITY_SECTION_MIDDLE_SHEAR_CENTER = range( - 3) + LOAD_ECCENTRICITY_SECTION_MIDDLE_CENTER_OF_GRAVITY, LOAD_ECCENTRICITY_SECTION_MIDDLE_NONE, LOAD_ECCENTRICITY_SECTION_MIDDLE_SHEAR_CENTER = range(3) class MemberSetLoadFormFindingInternalForce(Enum): ''' Member Set Load Form Finding Internal Force ''' - FORM_FINDING_INTERNAL_FORCE_COMPRESSION, FORM_FINDING_INTERNAL_FORCE_TENSION = range( - 2) + FORM_FINDING_INTERNAL_FORCE_COMPRESSION, FORM_FINDING_INTERNAL_FORCE_TENSION = range(2) class MemberSetLoadFormFindingGeometryDefinition(Enum): @@ -588,8 +553,7 @@ class MemberSetLoadFormFindingGeometryDefinition(Enum): Member Set Load Form Finding Geometry Definition ''' FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_LENGTH, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_LOW_POINT_VERTICAL_SAG, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_MAXIMUM_VERTICAL_SAG, \ - FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_SAG, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_UNSTRESSED_LENGTH = range( - 5) + FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_SAG, FORM_FINDING_GEOMETRIC_INPUT_PARAMETER_UNSTRESSED_LENGTH = range(5) class MemberSetLoadFormFindingForceDefinition(Enum): @@ -597,9 +561,8 @@ class MemberSetLoadFormFindingForceDefinition(Enum): Member Set Load Form Finding Force Definition ''' FORM_FINDING_FORCE_INPUT_PARAMETER_AVERAGE, FORM_FINDING_FORCE_INPUT_PARAMETER_DENSITY, FORM_FINDING_FORCE_INPUT_PARAMETER_HORIZONTAL_TENSION_COMPONENT, \ - FORM_FINDING_FORCE_INPUT_PARAMETER_MAXIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_J_END, \ - FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_J_END = range( - 9) + FORM_FINDING_FORCE_INPUT_PARAMETER_MAXIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMAL_TENSION_AT_J_END, \ + FORM_FINDING_FORCE_INPUT_PARAMETER_MINIMUM_FORCE_IN_MEMBER, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_I_END, FORM_FINDING_FORCE_INPUT_PARAMETER_TENSION_AT_J_END = range(9) class SurfaceSetLoadType(Enum): @@ -615,8 +578,7 @@ class SurfaceSetLoadDistribution(Enum): Surface Set Load Load Distribution ''' LOAD_DISTRIBUTION_LINEAR, LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z,\ - LOAD_DISTRIBUTION_RADIAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_VARYING_IN_Z = range( - 7) + LOAD_DISTRIBUTION_RADIAL, LOAD_DISTRIBUTION_UNIFORM, LOAD_DISTRIBUTION_VARYING_IN_Z = range(7) class SurfaceSetLoadDirection(Enum): @@ -624,10 +586,9 @@ class SurfaceSetLoadDirection(Enum): Surface Set Load Direction ''' LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_PROJECTED, LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE,\ - LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ - LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range( - 9) + LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE,\ + LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE,\ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z = range(9) class SurfaceSetLoadAxisDefinitionType(Enum): @@ -662,8 +623,7 @@ class SurfaceSetLoadFormFindingCalculationMethod(Enum): ''' Surface Set Load Form Finding Calculation Method ''' - FORM_FINDING_CALCULATION_METHOD_PROJECTION, FORM_FINDING_CALCULATION_METHOD_STANDARD = range( - 2) + FORM_FINDING_CALCULATION_METHOD_PROJECTION, FORM_FINDING_CALCULATION_METHOD_STANDARD = range(2) class GlobalParameterUnitGroup(Enum): @@ -671,21 +631,21 @@ class GlobalParameterUnitGroup(Enum): Global Parameter Unit Group | Enum ''' ANGLE, AREA, DENSITY, DIMENSIONLESS, DYNAMIC_INCREASE_FACTOR, EG_MODULE, FRICTION_COEFFICIENT, \ - GEOGRAPHIC_COORDINATES, GRAVITATIONAL_ACCELERATION, LENGTH, LOADS_ANGULAR_ACCELERATION, LOADS_ANGULAR_VELOCITY, \ - LOADS_AREA_MASS, LOADS_AXIAL_STRAIN, LOADS_DENSITY, LOADS_DISPLACEMENT, LOADS_DISPLACEMENT_PER_UNIT_LENGTH, \ - LOADS_FORCE, LOADS_FORCE_PER_UNIT_LENGTH, LOADS_IMPOSED_DISPLACEMENT, LOADS_IMPOSED_ROTATION, LOADS_KINEMATIC_VISCOSITY, \ - LOADS_KINETIC_ENERGY, LOADS_LENGTH, LOADS_MASS, LOADS_MOMENT, LOADS_MOMENT_PER_UNIT_LENGTH, LOADS_PRECAMBER, \ - LOADS_PRESSURE, LOADS_RELATIVE_LENGTH, LOADS_ROTATION, LOADS_ROTATION_PER_UNIT_LENGTH, LOADS_SOLID_TYPE_LOAD, \ - LOADS_SPECIFIC_ENERGY, LOADS_SURFACE_TYPE_LOAD, LOADS_TEMPERATURE, LOADS_TEMPERATURE_CHANGE, LOADS_VELOCITY, \ - MASS, MASS_MOMENT_PER_UNIT_AREA, MATERIAL_ANGLE, MATERIAL_DEFORMATION, MATERIAL_FACTOR, MATERIAL_QUANTITY_INTEGER, \ - MATERIAL_SPECIFIC_WEIGHT, MATERIAL_THICKNESS, PARTIAL_FACTOR, POISSONS_RATIO, PRECISION_FACTOR, QUANTITY, QUANTITY_INTEGER,\ - RATIO, RELATIVE_LENGTH, SECTION_ANGLE, SECTION_AREA, SECTION_BIMOMENT, SECTION_COMPLIANCE, SECTION_DIMENSION, \ - SECTION_EFFECTIVE_SECOND_MOMENT_OF_AREA, SECTION_FORCE, SECTION_MOMENT, SECTION_MOMENT_OF_INERTIA, \ - SECTION_NORMALIZED_WARPING_CONSTANT, SECTION_PERIMETER, SECTION_QUANTITY, SECTION_SECTION_FACTOR, SECTION_SECTION_MODULUS, \ - SECTION_STATICAL_MOMENT_OF_AREA, SECTION_TENSION_FIELD_COEFFICIENT_1, SECTION_TENSION_FIELD_COEFFICIENT_2, \ - SECTION_UNIT_STRESSES, SECTION_UNIT_WARPING_FUNCTION, SECTION_WARPING_CONSTANT, SECTION_WARPING_STATICAL_MOMENT, \ - SELF_WEIGHT_FACTOR, STIFFNESS_MULTIPLICATION_FACTOR, STRAIN, STRAIN_RATE, STRESSES, THERMAL_EXPANSION_COEFFICIENT, \ - THICKNESS, TIME, VOLUME, WEIGHT_AND_KNOT = range(84) + GEOGRAPHIC_COORDINATES, GRAVITATIONAL_ACCELERATION, LENGTH, LOADS_ANGULAR_ACCELERATION, LOADS_ANGULAR_VELOCITY, \ + LOADS_AREA_MASS, LOADS_AXIAL_STRAIN, LOADS_DENSITY, LOADS_DISPLACEMENT, LOADS_DISPLACEMENT_PER_UNIT_LENGTH, \ + LOADS_FORCE, LOADS_FORCE_PER_UNIT_LENGTH, LOADS_IMPOSED_DISPLACEMENT, LOADS_IMPOSED_ROTATION, LOADS_KINEMATIC_VISCOSITY, \ + LOADS_KINETIC_ENERGY, LOADS_LENGTH, LOADS_MASS, LOADS_MOMENT, LOADS_MOMENT_PER_UNIT_LENGTH, LOADS_PRECAMBER, \ + LOADS_PRESSURE, LOADS_RELATIVE_LENGTH, LOADS_ROTATION, LOADS_ROTATION_PER_UNIT_LENGTH, LOADS_SOLID_TYPE_LOAD, \ + LOADS_SPECIFIC_ENERGY, LOADS_SURFACE_TYPE_LOAD, LOADS_TEMPERATURE, LOADS_TEMPERATURE_CHANGE, LOADS_VELOCITY, \ + MASS, MASS_MOMENT_PER_UNIT_AREA, MATERIAL_ANGLE, MATERIAL_DEFORMATION, MATERIAL_FACTOR, MATERIAL_QUANTITY_INTEGER, \ + MATERIAL_SPECIFIC_WEIGHT, MATERIAL_THICKNESS, PARTIAL_FACTOR, POISSONS_RATIO, PRECISION_FACTOR, QUANTITY, QUANTITY_INTEGER,\ + RATIO, RELATIVE_LENGTH, SECTION_ANGLE, SECTION_AREA, SECTION_BIMOMENT, SECTION_COMPLIANCE, SECTION_DIMENSION, \ + SECTION_EFFECTIVE_SECOND_MOMENT_OF_AREA, SECTION_FORCE, SECTION_MOMENT, SECTION_MOMENT_OF_INERTIA, \ + SECTION_NORMALIZED_WARPING_CONSTANT, SECTION_PERIMETER, SECTION_QUANTITY, SECTION_SECTION_FACTOR, SECTION_SECTION_MODULUS, \ + SECTION_STATICAL_MOMENT_OF_AREA, SECTION_TENSION_FIELD_COEFFICIENT_1, SECTION_TENSION_FIELD_COEFFICIENT_2, \ + SECTION_UNIT_STRESSES, SECTION_UNIT_WARPING_FUNCTION, SECTION_WARPING_CONSTANT, SECTION_WARPING_STATICAL_MOMENT, \ + SELF_WEIGHT_FACTOR, STIFFNESS_MULTIPLICATION_FACTOR, STRAIN, STRAIN_RATE, STRESSES, THERMAL_EXPANSION_COEFFICIENT, \ + THICKNESS, TIME, VOLUME, WEIGHT_AND_KNOT = range(84) class GlobalParameterDefinitionType(Enum): @@ -693,8 +653,7 @@ class GlobalParameterDefinitionType(Enum): Global Parameter Definition Type ''' DEFINITION_TYPE_FORMULA, DEFINITION_TYPE_OPTIMIZATION, DEFINITION_TYPE_OPTIMIZATION_ASCENDING, \ - DEFINITION_TYPE_OPTIMIZATION_DESCENDING, DEFINITION_TYPE_VALUE = range( - 5) + DEFINITION_TYPE_OPTIMIZATION_DESCENDING, DEFINITION_TYPE_VALUE = range(5) class FreeConcentratedLoadLoadDirection(Enum): @@ -702,16 +661,14 @@ class FreeConcentratedLoadLoadDirection(Enum): Load Concentrated Load Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X, LOAD_DIRECTION_GLOBAL_Y, LOAD_DIRECTION_GLOBAL_Z, LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, \ - LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U, LOAD_DIRECTION_USER_DEFINED_V, LOAD_DIRECTION_USER_DEFINED_W = range( - 9) + LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U, LOAD_DIRECTION_USER_DEFINED_V, LOAD_DIRECTION_USER_DEFINED_W = range(9) class FreeLoadLoadProjection(Enum): ''' Free Load Load Projection | Enum ''' - LOAD_PROJECTION_XY_OR_UV, LOAD_PROJECTION_XZ_OR_UW, LOAD_PROJECTION_YZ_OR_VW = range( - 3) + LOAD_PROJECTION_XY_OR_UV, LOAD_PROJECTION_XZ_OR_UW, LOAD_PROJECTION_YZ_OR_VW = range(3) class FreeConcentratedLoadLoadType(Enum): @@ -726,11 +683,10 @@ class FreeLineLoadLoadDirection(Enum): Free Line Load Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_PROJECTED, LOAD_DIRECTION_GLOBAL_X_TRUE, LOAD_DIRECTION_GLOBAL_Y_PROJECTED, \ - LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ - LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ - LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range( - 15) + LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ + LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ + LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range(15) class FreeLineLoadLoadDistribution(Enum): @@ -745,11 +701,10 @@ class FreeRectangularLoadLoadDirection(Enum): Free Rectangular Load Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_PROJECTED, LOAD_DIRECTION_GLOBAL_X_TRUE, LOAD_DIRECTION_GLOBAL_Y_PROJECTED, \ - LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ - LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ - LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range( - 15) + LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ + LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ + LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range(15) class FreeRectangularLoadLoadDistribution(Enum): @@ -757,16 +712,15 @@ class FreeRectangularLoadLoadDistribution(Enum): Free Rectangular Load Load Distribution | Enum ''' LOAD_DISTRIBUTION_LINEAR_FIRST, LOAD_DISTRIBUTION_LINEAR_SECOND, LOAD_DISTRIBUTION_UNIFORM, \ - LOAD_DISTRIBUTION_VARYING_ALONG_PERIMETER, LOAD_DISTRIBUTION_VARYING_IN_Z, \ - LOAD_DISTRIBUTION_VARYING_IN_Z_AND_ALONG_PERIMETER = range(6) + LOAD_DISTRIBUTION_VARYING_ALONG_PERIMETER, LOAD_DISTRIBUTION_VARYING_IN_Z, \ + LOAD_DISTRIBUTION_VARYING_IN_Z_AND_ALONG_PERIMETER = range(6) class FreeRectangularLoadLoadLocationRectangle(Enum): ''' Free Rectangular Load Load Location Rectangle | Enum ''' - LOAD_LOCATION_RECTANGLE_CENTER_AND_SIDES, LOAD_LOCATION_RECTANGLE_CORNER_POINTS = range( - 2) + LOAD_LOCATION_RECTANGLE_CENTER_AND_SIDES, LOAD_LOCATION_RECTANGLE_CORNER_POINTS = range(2) class FreeCircularLoadLoadDirection(Enum): @@ -774,11 +728,10 @@ class FreeCircularLoadLoadDirection(Enum): Free Circular Load Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_PROJECTED, LOAD_DIRECTION_GLOBAL_X_TRUE, LOAD_DIRECTION_GLOBAL_Y_PROJECTED, \ - LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ - LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ - LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range( - 15) + LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ + LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ + LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range(15) class FreeCircularLoadLoadDistribution(Enum): @@ -793,19 +746,17 @@ class FreePolygonLoadLoadDirection(Enum): Free Polygon Load Load Direction | Enum ''' LOAD_DIRECTION_GLOBAL_X_PROJECTED, LOAD_DIRECTION_GLOBAL_X_TRUE, LOAD_DIRECTION_GLOBAL_Y_PROJECTED, \ - LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ - LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ - LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ - LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range( - 15) + LOAD_DIRECTION_GLOBAL_Y_TRUE, LOAD_DIRECTION_GLOBAL_Z_PROJECTED, LOAD_DIRECTION_GLOBAL_Z_TRUE, \ + LOAD_DIRECTION_LOCAL_X, LOAD_DIRECTION_LOCAL_Y, LOAD_DIRECTION_LOCAL_Z, LOAD_DIRECTION_USER_DEFINED_U_PROJECTED, \ + LOAD_DIRECTION_USER_DEFINED_U_TRUE, LOAD_DIRECTION_USER_DEFINED_V_PROJECTED, LOAD_DIRECTION_USER_DEFINED_V_TRUE, \ + LOAD_DIRECTION_USER_DEFINED_W_PROJECTED, LOAD_DIRECTION_USER_DEFINED_W_TRUE = range(15) class FreePolygonLoadLoadDistribution(Enum): ''' Free Polygon Load Load Distribution | Enum ''' - LOAD_DISTRIBUTION_LINEAR, LOAD_DISTRIBUTION_LINEAR_FIRST, LOAD_DISTRIBUTION_LINEAR_SECOND, LOAD_DISTRIBUTION_UNIFORM = range( - 4) + LOAD_DISTRIBUTION_LINEAR, LOAD_DISTRIBUTION_LINEAR_FIRST, LOAD_DISTRIBUTION_LINEAR_SECOND, LOAD_DISTRIBUTION_UNIFORM = range(4) class RigidLinkType(Enum): @@ -826,66 +777,57 @@ class SolidLoadType(Enum): ''' Solid Load Load Type | Enum ''' - LOAD_TYPE_BUOYANCY, LOAD_TYPE_FORCE, LOAD_TYPE_GAS, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_STRAIN, LOAD_TYPE_TEMPERATURE = range( - 6) + LOAD_TYPE_BUOYANCY, LOAD_TYPE_FORCE, LOAD_TYPE_GAS, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_STRAIN, LOAD_TYPE_TEMPERATURE = range(6) class SolidLoadDistribution(Enum): ''' Solid Load Load Distribution | Enum ''' - LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z, LOAD_DISTRIBUTION_UNIFORM = range( - 4) + LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z, LOAD_DISTRIBUTION_UNIFORM = range(4) class SolidLoadDirection(Enum): ''' Solid Load Load Direction | Enum ''' - LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE = range( - 3) + LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE = range(3) class SolidSetLoadType(Enum): ''' Solidset Load Load Type | Enum ''' - LOAD_TYPE_BUOYANCY, LOAD_TYPE_FORCE, LOAD_TYPE_GAS, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_STRAIN, LOAD_TYPE_TEMPERATURE = range( - 6) + LOAD_TYPE_BUOYANCY, LOAD_TYPE_FORCE, LOAD_TYPE_GAS, LOAD_TYPE_ROTARY_MOTION, LOAD_TYPE_STRAIN, LOAD_TYPE_TEMPERATURE = range(6) class SolidSetLoadDistribution(Enum): ''' Solidset Load Load Distribution | Enum ''' - LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z, LOAD_DISTRIBUTION_UNIFORM = range( - 4) + LOAD_DISTRIBUTION_LINEAR_IN_X, LOAD_DISTRIBUTION_LINEAR_IN_Y, LOAD_DISTRIBUTION_LINEAR_IN_Z, LOAD_DISTRIBUTION_UNIFORM = range(4) class SolidSetLoadDirection(Enum): ''' Solidset Load Load Direction | Enum ''' - LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE = range( - 3) + LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE = range(3) class StabilityAnalysisSettingsAnalysisType(Enum): ''' Stability Analysis Settings Analysis Type | Enum ''' - EIGENVALUE_METHOD, INCREMENTALY_METHOD_WITHOUT_EIGENVALUE, \ - INCREMENTALY_METHOD_WITH_EIGENVALUE = range(3) + EIGENVALUE_METHOD, INCREMENTALY_METHOD_WITHOUT_EIGENVALUE, INCREMENTALY_METHOD_WITH_EIGENVALUE = range(3) class StabilityAnalysisSettingsEigenvalueMethod(Enum): ''' Stability Analysis Settings Eigenvalue Method | Enum ''' - EIGENVALUE_METHOD_ICG_ITERATION, EIGENVALUE_METHOD_LANCZOS, \ - EIGENVALUE_METHOD_ROOTS_OF_CHARACTERISTIC_POLYNOMIAL, \ - EIGENVALUE_METHOD_SUBSPACE_ITERATION, E_EIGENVALUE_METHOD_SHIFTED_INVERSE_POWER_METHOD = range( - 5) + EIGENVALUE_METHOD_ICG_ITERATION, EIGENVALUE_METHOD_LANCZOS, EIGENVALUE_METHOD_ROOTS_OF_CHARACTERISTIC_POLYNOMIAL, \ + EIGENVALUE_METHOD_SUBSPACE_ITERATION, E_EIGENVALUE_METHOD_SHIFTED_INVERSE_POWER_METHOD = range(5) class StabilityAnalysisSettingsMatrixType(Enum): @@ -900,16 +842,15 @@ class StabilityAnalysisSettingsStoppingOfLoadIncreasingResult(Enum): Stability Analysis Settings Stopping Of Load Increasing Result | Enum ''' RESULT_TYPE_DISPLACEMENT_U, RESULT_TYPE_DISPLACEMENT_U_X, RESULT_TYPE_DISPLACEMENT_U_Y, \ - RESULT_TYPE_DISPLACEMENT_U_Z, RESULT_TYPE_ROTATION_PHI, RESULT_TYPE_ROTATION_PHI_X, \ - RESULT_TYPE_ROTATION_PHI_Y, RESULT_TYPE_ROTATION_PHI_Z = range(8) + RESULT_TYPE_DISPLACEMENT_U_Z, RESULT_TYPE_ROTATION_PHI, RESULT_TYPE_ROTATION_PHI_X, \ + RESULT_TYPE_ROTATION_PHI_Y, RESULT_TYPE_ROTATION_PHI_Z = range(8) class LineType(Enum): ''' Line Type ''' - TYPE_ARC, TYPE_CIRCLE, TYPE_CUT_VIA_SECTION, TYPE_CUT_VIA_TWO_LINES, TYPE_ELLIPTICAL_ARC, TYPE_ELLIPSE, TYPE_NURBS, TYPE_PARABOLA, TYPE_POLYLINE, TYPE_SPLINE = range( - 10) + TYPE_ARC, TYPE_CIRCLE, TYPE_CUT_VIA_SECTION, TYPE_CUT_VIA_TWO_LINES, TYPE_ELLIPTICAL_ARC, TYPE_ELLIPSE, TYPE_NURBS, TYPE_PARABOLA, TYPE_POLYLINE, TYPE_SPLINE = range(10) class ObjectTypes(Enum): @@ -917,19 +858,18 @@ class ObjectTypes(Enum): Object Types ''' E_OBJECT_TYPE_ACTION, E_OBJECT_TYPE_ACTION_COMBINATION, E_OBJECT_TYPE_BUILDING_STORY, E_OBJECT_TYPE_CLIPPING_BOX, E_OBJECT_TYPE_CLIPPING_PLANE, E_OBJECT_TYPE_COMBINATION_WIZARD, E_OBJECT_TYPE_COORDINATE_SYSTEM,\ - E_OBJECT_TYPE_CUTTING_LINE_SETTING, E_OBJECT_TYPE_CUTTING_PATTERN, E_OBJECT_TYPE_DESIGN_SITUATION, E_OBJECT_TYPE_DESIGN_SUPPORT, E_OBJECT_TYPE_DIMENSION, E_OBJECT_TYPE_FREE_CIRCULAR_LOAD, E_OBJECT_TYPE_FREE_CONCENTRATED_LOAD,\ - E_OBJECT_TYPE_FREE_LINE_LOAD, E_OBJECT_TYPE_FREE_POLYGON_LOAD, E_OBJECT_TYPE_FREE_RECTANGULAR_LOAD, E_OBJECT_TYPE_IMPERFECTION_CASE, E_OBJECT_TYPE_IMPOSED_LINE_DEFORMATION, E_OBJECT_TYPE_IMPOSED_NODAL_DEFORMATION,\ - E_OBJECT_TYPE_INTERSECTION, E_OBJECT_TYPE_LINE, E_OBJECT_TYPE_LINE_GRID, E_OBJECT_TYPE_LINE_HINGE, E_OBJECT_TYPE_LINE_LOAD, E_OBJECT_TYPE_LINE_MESH_REFINEMENT, E_OBJECT_TYPE_LINE_SET, E_OBJECT_TYPE_LINE_SET_LOAD,\ - E_OBJECT_TYPE_LINE_SUPPORT, E_OBJECT_TYPE_LINE_WELDED_JOINT, E_OBJECT_TYPE_LOAD_CASE, E_OBJECT_TYPE_LOAD_COMBINATION, E_OBJECT_TYPE_MATERIAL, E_OBJECT_TYPE_MEMBER, E_OBJECT_TYPE_MEMBER_DEFINABLE_STIFFNESS,\ - E_OBJECT_TYPE_MEMBER_ECCENTRICITY, E_OBJECT_TYPE_MEMBER_HINGE, E_OBJECT_TYPE_MEMBER_IMPERFECTION, E_OBJECT_TYPE_MEMBER_LOAD, E_OBJECT_TYPE_MEMBER_NONLINEARITY, E_OBJECT_TYPE_MEMBER_REPRESENTATIVE,\ - E_OBJECT_TYPE_MEMBER_RESULT_INTERMEDIATE_POINT, E_OBJECT_TYPE_MEMBER_SET, E_OBJECT_TYPE_MEMBER_SET_IMPERFECTION, E_OBJECT_TYPE_MEMBER_SET_LOAD, E_OBJECT_TYPE_MEMBER_SET_REPRESENTATIVE, E_OBJECT_TYPE_MEMBER_STIFFNESS_MODIFICATION,\ - E_OBJECT_TYPE_MEMBER_SUPPORT, E_OBJECT_TYPE_MEMBER_TRANSVERSE_STIFFENER, E_OBJECT_TYPE_NODAL_LOAD, E_OBJECT_TYPE_NODAL_MESH_REFINEMENT, E_OBJECT_TYPE_NODAL_SUPPORT, E_OBJECT_TYPE_NODE, E_OBJECT_TYPE_NOTE, E_OBJECT_TYPE_OBJECT_SNAP,\ - E_OBJECT_TYPE_OPENING, E_OBJECT_TYPE_OPENING_LOAD, E_OBJECT_TYPE_RESULT_COMBINATION, E_OBJECT_TYPE_RESULT_SECTION, E_OBJECT_TYPE_RIGID_LINK, E_OBJECT_TYPE_SECTION, E_OBJECT_TYPE_SOIL_SAMPLE, E_OBJECT_TYPE_SOLID,\ - E_OBJECT_TYPE_SOLID_CONTACTS, E_OBJECT_TYPE_SOLID_GAS, E_OBJECT_TYPE_SOLID_LOAD, E_OBJECT_TYPE_SOLID_MESH_REFINEMENT, E_OBJECT_TYPE_SOLID_SET, E_OBJECT_TYPE_SOLID_SET_LOAD, E_OBJECT_TYPE_STATIC_ANALYSIS_SETTINGS,\ - E_OBJECT_TYPE_STRUCTURE_MODIFICATION, E_OBJECT_TYPE_SURFACE, E_OBJECT_TYPE_SURFACES_CONTACT, E_OBJECT_TYPE_SURFACES_CONTACT_TYPE, E_OBJECT_TYPE_SURFACE_ECCENTRICITY, E_OBJECT_TYPE_SURFACE_IMPERFECTION,\ - E_OBJECT_TYPE_SURFACE_LOAD, E_OBJECT_TYPE_SURFACE_MESH_REFINEMENT, E_OBJECT_TYPE_SURFACE_RESULTS_ADJUSTMENT, E_OBJECT_TYPE_SURFACE_SET, E_OBJECT_TYPE_SURFACE_SET_IMPERFECTION, E_OBJECT_TYPE_SURFACE_SET_LOAD,\ - E_OBJECT_TYPE_SURFACE_STIFFNESS_MODIFICATION, E_OBJECT_TYPE_SURFACE_SUPPORT, E_OBJECT_TYPE_THICKNESS, E_OBJECT_TYPE_VISUAL_OBJECT = range( - 86) + E_OBJECT_TYPE_CUTTING_LINE_SETTING, E_OBJECT_TYPE_CUTTING_PATTERN, E_OBJECT_TYPE_DESIGN_SITUATION, E_OBJECT_TYPE_DESIGN_SUPPORT, E_OBJECT_TYPE_DIMENSION, E_OBJECT_TYPE_FREE_CIRCULAR_LOAD, E_OBJECT_TYPE_FREE_CONCENTRATED_LOAD,\ + E_OBJECT_TYPE_FREE_LINE_LOAD, E_OBJECT_TYPE_FREE_POLYGON_LOAD, E_OBJECT_TYPE_FREE_RECTANGULAR_LOAD, E_OBJECT_TYPE_IMPERFECTION_CASE, E_OBJECT_TYPE_IMPOSED_LINE_DEFORMATION, E_OBJECT_TYPE_IMPOSED_NODAL_DEFORMATION,\ + E_OBJECT_TYPE_INTERSECTION, E_OBJECT_TYPE_LINE, E_OBJECT_TYPE_LINE_GRID, E_OBJECT_TYPE_LINE_HINGE, E_OBJECT_TYPE_LINE_LOAD, E_OBJECT_TYPE_LINE_MESH_REFINEMENT, E_OBJECT_TYPE_LINE_SET, E_OBJECT_TYPE_LINE_SET_LOAD,\ + E_OBJECT_TYPE_LINE_SUPPORT, E_OBJECT_TYPE_LINE_WELDED_JOINT, E_OBJECT_TYPE_LOAD_CASE, E_OBJECT_TYPE_LOAD_COMBINATION, E_OBJECT_TYPE_MATERIAL, E_OBJECT_TYPE_MEMBER, E_OBJECT_TYPE_MEMBER_DEFINABLE_STIFFNESS,\ + E_OBJECT_TYPE_MEMBER_ECCENTRICITY, E_OBJECT_TYPE_MEMBER_HINGE, E_OBJECT_TYPE_MEMBER_IMPERFECTION, E_OBJECT_TYPE_MEMBER_LOAD, E_OBJECT_TYPE_MEMBER_NONLINEARITY, E_OBJECT_TYPE_MEMBER_REPRESENTATIVE,\ + E_OBJECT_TYPE_MEMBER_RESULT_INTERMEDIATE_POINT, E_OBJECT_TYPE_MEMBER_SET, E_OBJECT_TYPE_MEMBER_SET_IMPERFECTION, E_OBJECT_TYPE_MEMBER_SET_LOAD, E_OBJECT_TYPE_MEMBER_SET_REPRESENTATIVE, E_OBJECT_TYPE_MEMBER_STIFFNESS_MODIFICATION,\ + E_OBJECT_TYPE_MEMBER_SUPPORT, E_OBJECT_TYPE_MEMBER_TRANSVERSE_STIFFENER, E_OBJECT_TYPE_NODAL_LOAD, E_OBJECT_TYPE_NODAL_MESH_REFINEMENT, E_OBJECT_TYPE_NODAL_SUPPORT, E_OBJECT_TYPE_NODE, E_OBJECT_TYPE_NOTE, E_OBJECT_TYPE_OBJECT_SNAP,\ + E_OBJECT_TYPE_OPENING, E_OBJECT_TYPE_OPENING_LOAD, E_OBJECT_TYPE_RESULT_COMBINATION, E_OBJECT_TYPE_RESULT_SECTION, E_OBJECT_TYPE_RIGID_LINK, E_OBJECT_TYPE_SECTION, E_OBJECT_TYPE_SOIL_SAMPLE, E_OBJECT_TYPE_SOLID,\ + E_OBJECT_TYPE_SOLID_CONTACTS, E_OBJECT_TYPE_SOLID_GAS, E_OBJECT_TYPE_SOLID_LOAD, E_OBJECT_TYPE_SOLID_MESH_REFINEMENT, E_OBJECT_TYPE_SOLID_SET, E_OBJECT_TYPE_SOLID_SET_LOAD, E_OBJECT_TYPE_STATIC_ANALYSIS_SETTINGS,\ + E_OBJECT_TYPE_STRUCTURE_MODIFICATION, E_OBJECT_TYPE_SURFACE, E_OBJECT_TYPE_SURFACES_CONTACT, E_OBJECT_TYPE_SURFACES_CONTACT_TYPE, E_OBJECT_TYPE_SURFACE_ECCENTRICITY, E_OBJECT_TYPE_SURFACE_IMPERFECTION,\ + E_OBJECT_TYPE_SURFACE_LOAD, E_OBJECT_TYPE_SURFACE_MESH_REFINEMENT, E_OBJECT_TYPE_SURFACE_RESULTS_ADJUSTMENT, E_OBJECT_TYPE_SURFACE_SET, E_OBJECT_TYPE_SURFACE_SET_IMPERFECTION, E_OBJECT_TYPE_SURFACE_SET_LOAD,\ + E_OBJECT_TYPE_SURFACE_STIFFNESS_MODIFICATION, E_OBJECT_TYPE_SURFACE_SUPPORT, E_OBJECT_TYPE_THICKNESS, E_OBJECT_TYPE_VISUAL_OBJECT = range(86) class export_to_ifc_axis_rotation_sequence_type(Enum): @@ -950,8 +890,7 @@ class export_to_ifc_export_type(Enum): ''' Export to IFC Export Type ''' - E_EXPORT_IFC4_REFERENCE_VIEW, E_EXPORT_IFC4_STRUCTURAL_ANALYSIS_VIEW = range( - 2) + E_EXPORT_IFC4_REFERENCE_VIEW, E_EXPORT_IFC4_STRUCTURAL_ANALYSIS_VIEW = range(2) class MemberSectionDistributionType(Enum): @@ -959,73 +898,64 @@ class MemberSectionDistributionType(Enum): Member Section Distribution Type ''' SECTION_DISTRIBUTION_TYPE_LINEAR, SECTION_DISTRIBUTION_TYPE_OFFSET_AT_BOTH_SIDES, SECTION_DISTRIBUTION_TYPE_OFFSET_AT_END_OF_MEMBER, \ - SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_SADDLE, SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES, \ - SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_UNIFORM = range( - 9) + SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_SADDLE, SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES, \ + SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER, SECTION_DISTRIBUTION_TYPE_UNIFORM = range(9) class MemberReferenceType(Enum): ''' Member Reference Type ''' - REFERENCE_TYPE_L, REFERENCE_TYPE_XY, REFERENCE_TYPE_XZ, REFERENCE_TYPE_YZ = range( - 4) + REFERENCE_TYPE_L, REFERENCE_TYPE_XY, REFERENCE_TYPE_XZ, REFERENCE_TYPE_YZ = range(4) class MemberTypeRibAlignment(Enum): ''' Member Type Rib Alignment ''' - ALIGNMENT_CENTRIC, ALIGNMENT_ON_Z_SIDE_NEGATIVE, ALIGNMENT_ON_Z_SIDE_POSITIVE, ALIGNMENT_USER_DEFINED_VIA_MEMBER_ECCENTRICITY = range( - 4) + ALIGNMENT_CENTRIC, ALIGNMENT_ON_Z_SIDE_NEGATIVE, ALIGNMENT_ON_Z_SIDE_POSITIVE, ALIGNMENT_USER_DEFINED_VIA_MEMBER_ECCENTRICITY = range(4) class MemberReferenceLengthType(Enum): ''' Member Reference Length Definition Type ''' - REFERENCE_LENGTH_TYPE_MEMBER_LENGTH, REFERENCE_LENGTH_TYPE_SEGMENT_LENGTH, REFERENCE_LENGTH_TYPE_USER_DEFINED = range( - 3) + REFERENCE_LENGTH_TYPE_MEMBER_LENGTH, REFERENCE_LENGTH_TYPE_SEGMENT_LENGTH, REFERENCE_LENGTH_TYPE_USER_DEFINED = range(3) class MemberReferenceLengthWidthType(Enum): ''' Member Reference Length Width Type ''' - REFERENCE_LENGTH_WIDTH_EC2, REFERENCE_LENGTH_WIDTH_EIGHTH, REFERENCE_LENGTH_WIDTH_NONE, REFERENCE_LENGTH_WIDTH_SIXTH = range( - 4) + REFERENCE_LENGTH_WIDTH_EC2, REFERENCE_LENGTH_WIDTH_EIGHTH, REFERENCE_LENGTH_WIDTH_NONE, REFERENCE_LENGTH_WIDTH_SIXTH = range(4) class MemberResultBeamIntegration(Enum): ''' Member Result Beam Integrate Stresses and Forces ''' - INTEGRATE_FROM_LISTED_OBJECT, INTEGRATE_WITHIN_CUBOID_GENERAL, INTEGRATE_WITHIN_CUBOID_QUADRATIC, INTEGRATE_WITHIN_CYLINDER = range( - 4) + INTEGRATE_FROM_LISTED_OBJECT, INTEGRATE_WITHIN_CUBOID_GENERAL, INTEGRATE_WITHIN_CUBOID_QUADRATIC, INTEGRATE_WITHIN_CYLINDER = range(4) class MemberSectionAlignment(Enum): ''' Member Section Alignment ''' - SECTION_ALIGNMENT_BOTTOM, SECTION_ALIGNMENT_CENTRIC, SECTION_ALIGNMENT_TOP = range( - 3) + SECTION_ALIGNMENT_BOTTOM, SECTION_ALIGNMENT_CENTRIC, SECTION_ALIGNMENT_TOP = range(3) class MemberCurvedCantileversType(Enum): ''' Member Curved Member Cantilevers Type ''' - CANTILEVERS_TYPE_HORIZONTAL, CANTILEVERS_TYPE_OFFSET, CANTILEVERS_TYPE_PARALLEL, CANTILEVERS_TYPE_TAPER = range( - 4) + CANTILEVERS_TYPE_HORIZONTAL, CANTILEVERS_TYPE_OFFSET, CANTILEVERS_TYPE_PARALLEL, CANTILEVERS_TYPE_TAPER = range(4) class MemberRotationSpecificationType(Enum): '''' Member Rotation Specification Type ''' - COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE, COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE, COORDINATE_SYSTEM_ROTATION_VIA_SURFACE = range( - 4) + COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE, COORDINATE_SYSTEM_ROTATION_VIA_INSIDE_NODE, COORDINATE_SYSTEM_ROTATION_VIA_SURFACE = range(4) class MemberRotationPlaneType(Enum): @@ -1040,25 +970,23 @@ class StirrupType(Enum): Stirrup Type ''' STIRRUP_TYPE_FOUR_LEGGED_CLOSED_HOOK_135, STIRRUP_TYPE_FOUR_LEGGED_CLOSED_HOOK_90, STIRRUP_TYPE_FOUR_LEGGED_OVERLAP_HOOK_180, \ - STIRRUP_TYPE_THREE_LEGGED_CLOSED_HOOK_135, STIRRUP_TYPE_THREE_LEGGED_CLOSED_HOOK_90, STIRRUP_TYPE_THREE_LEGGED_OVERLAP_HOOK_180, \ - STIRRUP_TYPE_TWO_LEGGED_CLOSED_HOOK_135, STIRRUP_TYPE_TWO_LEGGED_CLOSED_HOOK_90, STIRRUP_TYPE_TWO_LEGGED_OPEN, \ - STIRRUP_TYPE_TWO_LEGGED_OVERLAP_HOOK_180 = range(10) + STIRRUP_TYPE_THREE_LEGGED_CLOSED_HOOK_135, STIRRUP_TYPE_THREE_LEGGED_CLOSED_HOOK_90, STIRRUP_TYPE_THREE_LEGGED_OVERLAP_HOOK_180, \ + STIRRUP_TYPE_TWO_LEGGED_CLOSED_HOOK_135, STIRRUP_TYPE_TWO_LEGGED_CLOSED_HOOK_90, STIRRUP_TYPE_TWO_LEGGED_OPEN, \ + STIRRUP_TYPE_TWO_LEGGED_OVERLAP_HOOK_180 = range(10) class SpanPositionReferenceType(Enum): ''' Span Position Reference Type ''' - SHEAR_REINFORCEMENT_SPAN_INTERNAL_NODE, SHEAR_REINFORCEMENT_SPAN_REFERENCE_END, SHEAR_REINFORCEMENT_SPAN_REFERENCE_START = range( - 3) + SHEAR_REINFORCEMENT_SPAN_INTERNAL_NODE, SHEAR_REINFORCEMENT_SPAN_REFERENCE_END, SHEAR_REINFORCEMENT_SPAN_REFERENCE_START = range(3) class SpanPositionDefinitionFormatType(Enum): ''' Span Position Definition Format Type ''' - SHEAR_REINFORCEMENT_SPAN_DEFINITION_FORMAT_ABSOLUTE, SHEAR_REINFORCEMENT_SPAN_DEFINITION_FORMAT_RELATIVE = range( - 2) + SHEAR_REINFORCEMENT_SPAN_DEFINITION_FORMAT_ABSOLUTE, SHEAR_REINFORCEMENT_SPAN_DEFINITION_FORMAT_RELATIVE = range(2) class StirrupLayoutRuleType(Enum): @@ -1066,17 +994,15 @@ class StirrupLayoutRuleType(Enum): Stirrup Layout Rule Type ''' SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_END_DEFINED, SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_END_EQUALS_REST_LENGTH_TO_STIRRUP_DISTANCED,\ - SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_DEFINED, SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_EQUALS_END, \ - SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_EQUALS_REST_LENGTH_TO_STIRRUP_DISTANCED = range( - 5) + SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_DEFINED, SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_EQUALS_END, \ + SHEAR_REINFORCEMENT_STIRRUP_LAYOUT_RULE_START_EQUALS_REST_LENGTH_TO_STIRRUP_DISTANCED = range(5) class RebarType(Enum): ''' Rebar Type ''' - REBAR_TYPE_LINE, REBAR_TYPE_SINGLE, REBAR_TYPE_SYMMETRICAL, REBAR_TYPE_UNIFORMLY_SURROUNDING, REBAR_TYPE_UNSYMMETRICAL = range( - 5) + REBAR_TYPE_LINE, REBAR_TYPE_SINGLE, REBAR_TYPE_SYMMETRICAL, REBAR_TYPE_UNIFORMLY_SURROUNDING, REBAR_TYPE_UNSYMMETRICAL = range(5) class AdditionalOffsetType(Enum): @@ -1084,8 +1010,7 @@ class AdditionalOffsetType(Enum): Additional Offset Type ''' LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_CONCRETE_COVER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_SECTION_SURFACE, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_STIRRUP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_NONE = range( - 4) + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_STIRRUP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_NONE = range(4) class AdditionalOffsetSingleLineType(Enum): @@ -1093,8 +1018,7 @@ class AdditionalOffsetSingleLineType(Enum): Additional Offset Single Line Type ''' LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_CONCRETE_COVER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_SECTION_SURFACE, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_STIRRUP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_NONE = range( - 4) + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_FROM_STIRRUP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_TYPE_NONE = range(4) class AdditionalOffsetReferenceType(Enum): @@ -1102,11 +1026,10 @@ class AdditionalOffsetReferenceType(Enum): Additional Offset Reference Type ''' LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range( - 9) + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range(9) class AdditionalOffsetReferenceStartType(Enum): @@ -1114,11 +1037,10 @@ class AdditionalOffsetReferenceStartType(Enum): Additional Offset Reference Type at Start Type ''' LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range( - 9) + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range(9) class AdditionalOffsetReferenceEndType(Enum): @@ -1126,11 +1048,10 @@ class AdditionalOffsetReferenceEndType(Enum): Additional Offset Reference Type at End Type ''' LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ - LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range( - 9) + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_CENTER_TOP, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_BOTTOM, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_CENTER, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_LEFT_TOP, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_BOTTOM, LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_CENTER, \ + LONGITUDINAL_REINFORCEMENT_ADDITIONAL_OFFSET_REFERENCE_TYPE_RIGHT_TOP = range(9) class AnchorageStartAnchorType(Enum): @@ -1138,8 +1059,7 @@ class AnchorageStartAnchorType(Enum): Anchorage Start Anchor Type ''' ANCHORAGE_TYPE_BEND, ANCHORAGE_TYPE_HOOK, ANCHORAGE_TYPE_HOOK_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_NONE,\ - ANCHORAGE_TYPE_STRAIGHT, ANCHORAGE_TYPE_STRAIGHT_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_STRAIGHT_WITH_TWO_TRANSVERSE_BARS = range( - 7) + ANCHORAGE_TYPE_STRAIGHT, ANCHORAGE_TYPE_STRAIGHT_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_STRAIGHT_WITH_TWO_TRANSVERSE_BARS = range(7) class AnchorageEndAnchorType(Enum): @@ -1147,8 +1067,7 @@ class AnchorageEndAnchorType(Enum): Anchorage End Anchor Type ''' ANCHORAGE_TYPE_BEND, ANCHORAGE_TYPE_HOOK, ANCHORAGE_TYPE_HOOK_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_NONE,\ - ANCHORAGE_TYPE_STRAIGHT, ANCHORAGE_TYPE_STRAIGHT_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_STRAIGHT_WITH_TWO_TRANSVERSE_BARS = range( - 7) + ANCHORAGE_TYPE_STRAIGHT, ANCHORAGE_TYPE_STRAIGHT_WITH_TRANSVERSE_BAR, ANCHORAGE_TYPE_STRAIGHT_WITH_TWO_TRANSVERSE_BARS = range(7) class SelectedObjectInformation(Enum): @@ -1169,8 +1088,7 @@ class LocalAxesOrientationType(Enum): ''' Model Settings and Local Axes Orientation Type ''' - E_LOCAL_AXES_ORIENTATION_YUPX, E_LOCAL_AXES_ORIENTATION_YUPZ, E_LOCAL_AXES_ORIENTATION_ZDOWN, E_LOCAL_AXES_ORIENTATION_ZUP = range( - 4) + E_LOCAL_AXES_ORIENTATION_YUPX, E_LOCAL_AXES_ORIENTATION_YUPZ, E_LOCAL_AXES_ORIENTATION_ZDOWN, E_LOCAL_AXES_ORIENTATION_ZUP = range(4) class ModelType(Enum): @@ -1178,48 +1096,43 @@ class ModelType(Enum): Model Type | Enum ''' E_MODEL_TYPE_1D_X_3D, E_MODEL_TYPE_1D_X_AXIAL, E_MODEL_TYPE_2D_XY_3D, \ - E_MODEL_TYPE_2D_XY_PLATE, E_MODEL_TYPE_2D_XZ_3D, E_MODEL_TYPE_2D_XZ_PLANE_STRAIN, \ - E_MODEL_TYPE_2D_XZ_PLANE_STRESS, E_MODEL_TYPE_3D = range(8) + E_MODEL_TYPE_2D_XY_PLATE, E_MODEL_TYPE_2D_XZ_3D, E_MODEL_TYPE_2D_XZ_PLANE_STRAIN, \ + E_MODEL_TYPE_2D_XZ_PLANE_STRESS, E_MODEL_TYPE_3D = range(8) class ModalSolutionMethod(Enum): ''' Modal Analysis Settings Solution Method ''' - METHOD_ICG_ITERATION, METHOD_LANCZOS, METHOD_ROOT_OF_CHARACTERISTIC_POLYNOMIAL, METHOD_SUBSPACE_ITERATION, SOLUTION_METHOD_SHIFTED_INVERSE_POWER_METHOD = range( - 5) + METHOD_ICG_ITERATION, METHOD_LANCZOS, METHOD_ROOT_OF_CHARACTERISTIC_POLYNOMIAL, METHOD_SUBSPACE_ITERATION, SOLUTION_METHOD_SHIFTED_INVERSE_POWER_METHOD = range(5) class ModalMassConversionType(Enum): ''' Modal Analysis Settings Mass Conversion Type ''' - MASS_CONVERSION_TYPE_FULL_LOADS_AS_MASS, MASS_CONVERSION_TYPE_Z_COMPONENTS_OF_LOADS, MASS_CONVERSION_TYPE_Z_COMPONENTS_OF_LOADS_IN_DIRECTION_OF_GRAVITY = range( - 3) + MASS_CONVERSION_TYPE_FULL_LOADS_AS_MASS, MASS_CONVERSION_TYPE_Z_COMPONENTS_OF_LOADS, MASS_CONVERSION_TYPE_Z_COMPONENTS_OF_LOADS_IN_DIRECTION_OF_GRAVITY = range(3) class ModalMassMatrixType(Enum): ''' Modal Analysis Settings Mass Matrix Type ''' - MASS_MATRIX_TYPE_CONSISTENT, MASS_MATRIX_TYPE_DIAGONAL, MASS_MATRIX_TYPE_DIAGONAL_WITH_TORSIONAL_ELEMENTS, MASS_MATRIX_TYPE_UNIT = range( - 4) + MASS_MATRIX_TYPE_CONSISTENT, MASS_MATRIX_TYPE_DIAGONAL, MASS_MATRIX_TYPE_DIAGONAL_WITH_TORSIONAL_ELEMENTS, MASS_MATRIX_TYPE_UNIT = range(4) class ModalModeNumberMethod(Enum): ''' Modal Analysis Settings Number of Modes Method ''' - NUMBER_OF_MODES_METHOD_EFFECTIVE_MASS_FACTORS, NUMBER_OF_MODES_METHOD_MAXIMUM_FREQUENCY, NUMBER_OF_MODES_METHOD_USER_DEFINED = range( - 3) + NUMBER_OF_MODES_METHOD_EFFECTIVE_MASS_FACTORS, NUMBER_OF_MODES_METHOD_MAXIMUM_FREQUENCY, NUMBER_OF_MODES_METHOD_USER_DEFINED = range(3) class ModalNeglectMasses(Enum): ''' Modal Analysis Settings Neglect Masses ''' - E_NEGLECT_MASSES_IN_ALL_FIXED_SUPPORTS, E_NEGLECT_MASSES_NO_NEGLECTION, E_NEGLECT_MASSES_USER_DEFINED = range( - 3) + E_NEGLECT_MASSES_IN_ALL_FIXED_SUPPORTS, E_NEGLECT_MASSES_NO_NEGLECTION, E_NEGLECT_MASSES_USER_DEFINED = range(3) class PeriodicResponseCombinationRule(Enum): @@ -1248,16 +1161,14 @@ class DurabilityCorrosionCarbonation(Enum): Concrete Durability Corrosion Induced by Carbonation ''' CORROSION_INDUCED_BY_CARBONATION_TYPE_CYCLIC_WET_AND_DRY, CORROSION_INDUCED_BY_CARBONATION_TYPE_DRY_OR_PERMANENTLY_WET,\ - CORROSION_INDUCED_BY_CARBONATION_TYPE_MODERATE_HUMIDITY, CORROSION_INDUCED_BY_CARBONATION_TYPE_WET_RARELY_DRY = range( - 4) + CORROSION_INDUCED_BY_CARBONATION_TYPE_MODERATE_HUMIDITY, CORROSION_INDUCED_BY_CARBONATION_TYPE_WET_RARELY_DRY = range(4) class DurabilityCorrosionChlorides(Enum): ''' Concrete Durability Corrosion Induced by Chlorides ''' - CORROSION_INDUCED_BY_CHLORIDES_TYPE_CYCLIC_WET_AND_DRY, CORROSION_INDUCED_BY_CHLORIDES_TYPE_MODERATE_HUMIDITY, CORROSION_INDUCED_BY_CHLORIDES_TYPE_WET_RARELY_DRY = range( - 3) + CORROSION_INDUCED_BY_CHLORIDES_TYPE_CYCLIC_WET_AND_DRY, CORROSION_INDUCED_BY_CHLORIDES_TYPE_MODERATE_HUMIDITY, CORROSION_INDUCED_BY_CHLORIDES_TYPE_WET_RARELY_DRY = range(3) class DurabilityCorrosionSeaWater(Enum): @@ -1265,8 +1176,7 @@ class DurabilityCorrosionSeaWater(Enum): Concrete Durability Corrosion Induced by Chlorised From Sea Water ''' CORROSION_INDUCED_BY_CHLORIDES_FROM_SEA_WATER_TYPE_AIRBORNE_SALT, CORROSION_INDUCED_BY_CHLORIDES_FROM_SEA_WATER_TYPE_PERMANENTLY_SUBMERGED,\ - CORROSION_INDUCED_BY_CHLORIDES_FROM_SEA_WATER_TYPE_SPLASH_AND_SPRAY_ZONES = range( - 3) + CORROSION_INDUCED_BY_CHLORIDES_FROM_SEA_WATER_TYPE_SPLASH_AND_SPRAY_ZONES = range(3) class DurabilityFreezeThawAttack(Enum): @@ -1274,24 +1184,21 @@ class DurabilityFreezeThawAttack(Enum): Concrete Durability Freeze Thaw Attack ''' FREEZE_THAW_ATTACK_TYPE_HIGH_SATURATION_DEICING, FREEZE_THAW_ATTACK_TYPE_HIGH_SATURATION_NO_DEICING,\ - FREEZE_THAW_ATTACK_TYPE_MODERATE_SATURATION_DEICING, FREEZE_THAW_ATTACK_TYPE_MODERATE_SATURATION_NO_DEICING = range( - 4) + FREEZE_THAW_ATTACK_TYPE_MODERATE_SATURATION_DEICING, FREEZE_THAW_ATTACK_TYPE_MODERATE_SATURATION_NO_DEICING = range(4) class DurabilityChemicalAttack(Enum): ''' Concrete Durability Chemical Attack ''' - CHEMICAL_ATTACK_TYPE_HIGHLY_AGGRESSIVE, CHEMICAL_ATTACK_TYPE_MODERATELY_AGGRESSIVE, CHEMICAL_ATTACK_TYPE_SLIGHTLY_AGGRESSIVE = range( - 3) + CHEMICAL_ATTACK_TYPE_HIGHLY_AGGRESSIVE, CHEMICAL_ATTACK_TYPE_MODERATELY_AGGRESSIVE, CHEMICAL_ATTACK_TYPE_SLIGHTLY_AGGRESSIVE = range(3) class DurabilityCorrosionWear(Enum): ''' Concrete Durability Concrete Corrosion Induced by the Wear ''' - CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_HIGH, CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_MODERATE, CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_VERY_HIGH = range( - 3) + CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_HIGH, CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_MODERATE, CONCRETE_CORROSION_INDUCED_BY_WEAR_TYPE_VERY_HIGH = range(3) class DurabilityStructuralClassType(Enum): @@ -1312,8 +1219,7 @@ class DurabilityMaxWaterToCementRatio(Enum): ''' Concrete Durability Maximum Equivalent Water To Cement Ratio ''' - ZERO_POINT_FIVE, ZERO_POINT_FIVE_FIVE, ZERO_POINT_FOUR, ZERO_POINT_FOUR_FIVE, ZERO_POINT_NINE, ZERO_POINT_SIX, ZERO_POINT_THREE_FIVE = range( - 7) + ZERO_POINT_FIVE, ZERO_POINT_FIVE_FIVE, ZERO_POINT_FOUR, ZERO_POINT_FOUR_FIVE, ZERO_POINT_NINE, ZERO_POINT_SIX, ZERO_POINT_THREE_FIVE = range(7) class DurabilityConcreteCoverType(Enum): @@ -1370,17 +1276,15 @@ class EffectiveLengthSupportType(Enum): Effective Length Nodal Support Type ''' SUPPORT_TYPE_FIXED_ALL, SUPPORT_TYPE_FIXED_IN_Y, SUPPORT_TYPE_FIXED_IN_Z, SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION,\ - SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION_AND_WARPING, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION_AND_WARPING,\ - SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_RESTRAINT_ABOUT_X = range( - 10) + SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION_AND_WARPING, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION_AND_WARPING,\ + SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_RESTRAINT_ABOUT_X = range(10) class EffectiveLengthEccentricityType(Enum): ''' Effective Length Eccentricity Type ''' - ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range( - 4) + ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range(4) class SupportStatus(Enum): @@ -1415,40 +1319,35 @@ class ReinforcementDirectionType(Enum): ''' Reinforcement Direction Type ''' - REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_X, REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_Y, REINFORCEMENT_DIRECTION_TYPE_ROTATED = range( - 3) + REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_X, REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_Y, REINFORCEMENT_DIRECTION_TYPE_ROTATED = range(3) class SurfaceReinforcementLocationType(Enum): ''' Surface Reinforcement Location Type ''' - LOCATION_TYPE_FREE_CIRCULAR, LOCATION_TYPE_FREE_POLYGON, LOCATION_TYPE_FREE_RECTANGULAR, LOCATION_TYPE_ON_SURFACE = range( - 4) + LOCATION_TYPE_FREE_CIRCULAR, LOCATION_TYPE_FREE_POLYGON, LOCATION_TYPE_FREE_RECTANGULAR, LOCATION_TYPE_ON_SURFACE = range(4) class SurfaceReinforcementType(Enum): ''' Surface Reinforcement Type ''' - REINFORCEMENT_TYPE_MESH, REINFORCEMENT_TYPE_REBARS, REINFORCEMENT_TYPE_STIRRUPS = range( - 3) + REINFORCEMENT_TYPE_MESH, REINFORCEMENT_TYPE_REBARS, REINFORCEMENT_TYPE_STIRRUPS = range(3) class SurfaceReinforcementDirectionType(Enum): ''' Surface Reinforcement Direction Type ''' - REINFORCEMENT_DIRECTION_TYPE_IN_DESIGN_REINFORCEMENT_DIRECTION, REINFORCEMENT_DIRECTION_TYPE_PARALLEL_TO_TWO_POINTS = range( - 2) + REINFORCEMENT_DIRECTION_TYPE_IN_DESIGN_REINFORCEMENT_DIRECTION, REINFORCEMENT_DIRECTION_TYPE_PARALLEL_TO_TWO_POINTS = range(2) class SurfaceReinforcementDesignDirection(Enum): ''' Surface Design Reinforcement Direction ''' - DESIGN_REINFORCEMENT_DIRECTION_A_S_1, DESIGN_REINFORCEMENT_DIRECTION_A_S_2 = range( - 2) + DESIGN_REINFORCEMENT_DIRECTION_A_S_1, DESIGN_REINFORCEMENT_DIRECTION_A_S_2 = range(2) class SurfaceReinforcementProjectionPlane(Enum): @@ -1456,8 +1355,7 @@ class SurfaceReinforcementProjectionPlane(Enum): Surface Reinforcement Projection Plane ''' - PROJECTION_PLANE_XY_OR_UV, PROJECTION_PLANE_XZ_OR_UW, PROJECTION_PLANE_YZ_OR_VW = range( - 3) + PROJECTION_PLANE_XY_OR_UV, PROJECTION_PLANE_XZ_OR_UW, PROJECTION_PLANE_YZ_OR_VW = range(3) class SurfaceReinforcementLocationRectangleType(Enum): @@ -1485,16 +1383,94 @@ class ModelCheckGetOptionType(Enum): ''' Model Check Get Object Groups Option Type ''' - CROSSING_LINES, CROSSING_MEMBERS, IDENTICAL_NODES, OVERLAPPING_LINES, OVERLAPPING_MEMBERS = range( - 5) + CROSSING_LINES, CROSSING_MEMBERS, IDENTICAL_NODES, OVERLAPPING_LINES, OVERLAPPING_MEMBERS = range(5) class ModelCheckProcessOptionType(Enum): ''' Model Check Process Object Groups Option Type ''' - CROSS_LINES, CROSS_MEMBERS, DELETE_UNUSED_NODES, UNITE_NODES_AND_DELETE_UNUSED_NODES = range( - 4) + CROSS_LINES, CROSS_MEMBERS, DELETE_UNUSED_NODES, UNITE_NODES_AND_DELETE_UNUSED_NODES = range(4) + + +class ImperfectionType(Enum): + ''' + Types for Imperfection + ''' + IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS, IMPERFECTION_TYPE_INITIAL_SWAY_VIA_TABLE, IMPERFECTION_TYPE_NOTIONAL_LOADS_FROM_LOAD_CASE, IMPERFECTION_TYPE_STATIC_DEFORMATION, IMPERFECTION_TYPE_IMPERFECTION_CASES_GROUP, \ + IMPERFECTION_TYPE_BUCKLING_MODE, IMPERFECTION_TYPE_DYNAMIC_EIGENMODE = range(7) + + +class MemberImperfectionType(Enum): + ''' + Member Imperfection Type + ''' + IMPERFECTION_TYPE_INITIAL_SWAY, IMPERFECTION_TYPE_INITIAL_BOW, IMPERFECTION_TYPE_INITIAL_BOW_AND_CRITERION = range(3) + + +class ImperfectionDirection(Enum): + ''' + Direction of member imperfection + ''' + IMPERFECTION_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, IMPERFECTION_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, IMPERFECTION_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, \ + IMPERFECTION_DIRECTION_LOCAL_Y, IMPERFECTION_DIRECTION_LOCAL_Y_NEGATIVE, IMPERFECTION_DIRECTION_LOCAL_Z, IMPERFECTION_DIRECTION_LOCAL_Z_NEGATIVE, IMPERFECTION_DIRECTION_PRINCIPAL_U, \ + IMPERFECTION_DIRECTION_PRINCIPAL_U_NEGATIVE, IMPERFECTION_DIRECTION_PRINCIPAL_V, IMPERFECTION_DIRECTION_PRINCIPAL_V_NEGATIVE = range(11) + + +class MemberImperfectionDefinitionType(Enum): + ''' + Member Imperfection Definition Type + ''' + DEFINITION_TYPE_RELATIVE, DEFINITION_TYPE_ABSOLUTE, DEFINITION_TYPE_NOTIONAL_LOAD, DEFINITION_TYPE_ANSI_CURRENT, DEFINITION_TYPE_ANSI_GRAVITY_LOAD, \ + DEFINITION_TYPE_EN_1993_1_1, DEFINITION_TYPE_EN_1999_1_1, DEFINITION_TYPE_CSA_CURRENT, DEFINITION_TYPE_CSA_GRAVITY_LOAD, DEFINITION_TYPE_EN_1992_1_1993_1, \ + DEFINITION_TYPE_EN_1995_1_1, DEFINITION_TYPE_GB_50017_2017, DEFINITION_TYPE_GB_50017_2017_CURRENT, DEFINITION_TYPE_GB_50017_2017_GRAVITY_LOAD = range(14) + + +class MemberImperfectionCoordinateSystem(Enum): + ''' + Member Imperfection Coordinate System + ''' + COORDINATE_SYSTEM_TYPE_LOCAL, COORDINATE_SYSTEM_TYPE_PRINCIPAL = range(2) + + +class MemberImperfectionSectionDesign(Enum): + ''' + Member Imperfection Section Design + ''' + SECTION_DESIGN_ELASTIC, SECTION_DESIGN_PLASTIC = range(2) + +class MemberImperfectionActiveCriterion(Enum): + ''' + Member Imperfection Active Criterion + ''' + ACTIVITY_CRITERION_ALWAYS, ACTIVITY_CRITERION_EN_1993, ACTIVITY_CRITERION_EN_1999, ACTIVITY_CRITERION_DIN_18800, ACTIVITY_CRITERION_DEFINE = range(5) + + +class MemberImperfectionStandardFactor(Enum): + ''' + Member Imperfection Standard Factor + ''' + STANDARD_FACTOR_LRFD, STANDARD_FACTOR_ASD = range(2) + +class ImperfectionActivationCriterion(Enum): + ''' + Activation criterion for bow + ''' + ACTIVITY_CRITERION_ALWAYS, ACTIVITY_CRITERION_DEFINE, ACTIVITY_CRITERION_DIN_18800, ACTIVITY_CRITERION_EN_1993, ACTIVITY_CRITERION_EN_1999 = range(5) + + +class ImperfectionCaseSourceType(Enum): + ''' + Imperfection Case, Static Deformation Type, Source Type + ''' + SOURCE_TYPE_LOAD_CASE, SOURCE_TYPE_LOAD_COMBINATION = range(2) + + +class ImperfectionCaseAssignmentType(Enum): + ''' + Imperfection Case, Static Deformation Type, Magnitude Assignment Type + ''' + MAGNITUDE_ASSIGNMENT_SPECIFIC_NODE, MAGNITUDE_ASSIGNMENT_LOCATION_WITH_LARGEST_DISPLACEMENT = range(2) class OptimizeOnType(Enum): @@ -1502,16 +1478,14 @@ class OptimizeOnType(Enum): Optimization Settings Optimize On Type ''' E_OPTIMIZE_ON_TYPE_MIN_WHOLE_WEIGHT, E_OPTIMIZE_ON_TYPE_MIN_VECTORIAL_DISPLACEMENT, E_OPTIMIZE_ON_TYPE_MIN_MEMBER_DEFORMATION, \ - E_OPTIMIZE_ON_TYPE_MIN_SURFACE_DEFORMATION, E_OPTIMIZE_ON_TYPE_MIN_COST, E_OPTIMIZE_ON_TYPE_MIN_CO2_EMISSIONS = range( - 6) + E_OPTIMIZE_ON_TYPE_MIN_SURFACE_DEFORMATION, E_OPTIMIZE_ON_TYPE_MIN_COST, E_OPTIMIZE_ON_TYPE_MIN_CO2_EMISSIONS = range(6) class Optimizer(Enum): ''' Optimization Settings Optimizer ''' - E_OPTIMIZER_TYPE_ALL_MUTATIONS, E_OPTIMIZER_TYPE_PERCENTS_OF_RANDOM_MUTATIONS, E_OPTIMIZER_TYPE_PARTICLE_SWARM = range( - 3) + E_OPTIMIZER_TYPE_ALL_MUTATIONS, E_OPTIMIZER_TYPE_PERCENTS_OF_RANDOM_MUTATIONS, E_OPTIMIZER_TYPE_PARTICLE_SWARM = range(3) class SurfacesShapeOfFiniteElements(Enum): @@ -1527,27 +1501,25 @@ class AddOn(Enum): AddOn types ''' stress_analysis_active, concrete_design_active, steel_design_active, timber_design_active, aluminum_design_active, \ - steel_joints_active, timber_joints_active, craneway_design_active, masonry_design_active, multilayer_surfaces_design_active, \ - material_nonlinear_analysis_active, structure_stability_active, construction_stages_active, time_dependent_active, \ - form_finding_active, cutting_patterns_active, torsional_warping_active, cost_estimation_active, modal_active, spectral_active, \ - time_history_active, pushover_active, harmonic_response_active, building_model_active, wind_simulation_active, \ - geotechnical_analysis_active = range(26) + steel_joints_active, timber_joints_active, craneway_design_active, masonry_design_active, multilayer_surfaces_design_active, \ + material_nonlinear_analysis_active, structure_stability_active, construction_stages_active, time_dependent_active, \ + form_finding_active, cutting_patterns_active, torsional_warping_active, cost_estimation_active, modal_active, spectral_active, \ + time_history_active, pushover_active, harmonic_response_active, building_model_active, wind_simulation_active, \ + geotechnical_analysis_active = range(26) class IFCExportType(Enum): ''' IFC Export Type ''' - E_EXPORT_IFC4_REFERENCE_VIEW, E_EXPORT_IFC4_STRUCTURAL_ANALYSIS_VIEW = range( - 2) + E_EXPORT_IFC4_REFERENCE_VIEW, E_EXPORT_IFC4_STRUCTURAL_ANALYSIS_VIEW = range(2) class SteelEffectiveLengthsBucklingFactorValueType(Enum): ''' Steel Effective Lengths Buckling Factor Value Type ''' - BUCKLING_FACTOR_VALUE_TYPE_RECOMMENDED, BUCKLING_FACTOR_VALUE_TYPE_THEORETICAL = range( - 2) + BUCKLING_FACTOR_VALUE_TYPE_RECOMMENDED, BUCKLING_FACTOR_VALUE_TYPE_THEORETICAL = range(2) class SteelEffectiveLengthsSupportType(Enum): @@ -1555,17 +1527,15 @@ class SteelEffectiveLengthsSupportType(Enum): Steel Effective Lengths Support Type ''' SUPPORT_TYPE_FIXED_ALL, SUPPORT_TYPE_FIXED_IN_Y, SUPPORT_TYPE_FIXED_IN_Z, SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION, \ - SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION_AND_WARPING, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION_AND_WARPING, \ - SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_RESTRAINT_ABOUT_X = range( - 10) + SUPPORT_TYPE_FIXED_IN_Z_AND_TORSION_AND_WARPING, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Z_Y_AND_TORSION_AND_WARPING, \ + SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_RESTRAINT_ABOUT_X = range(10) class SteelEffectiveLengthsEccentricityType(Enum): ''' Steel Effective Lengths Eccentricity Type ''' - ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range( - 4) + ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range(4) class SteelEffectiveLengthsSupportTypeInY(Enum): @@ -1600,8 +1570,7 @@ class SteelEffectiveLengthsDeterminationMcrEurope(Enum): ''' Steel Effective Lengths Determination MCR Europe ''' - DETERMINATION_EUROPE_EIGENVALUE, DETERMINATION_EUROPE_USER_DEFINED = range( - 2) + DETERMINATION_EUROPE_EIGENVALUE, DETERMINATION_EUROPE_USER_DEFINED = range(2) class SteelEffectiveLengthsDeterminationMcrIs800(Enum): @@ -1615,56 +1584,49 @@ class SteelEffectiveLengthsDeterminationMcrAisc(Enum): ''' Steel Effective Lengths Determination MCR AISC ''' - DETERMINATION_AISC_ACC_TO_CHAPTER_F, DETERMINATION_AISC_EIGENVALUE, DETERMINATION_AISC_USER_DEFINED = range( - 3) + DETERMINATION_AISC_ACC_TO_CHAPTER_F, DETERMINATION_AISC_EIGENVALUE, DETERMINATION_AISC_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationMcrGb50(Enum): ''' Steel Effective Lengths Determination MCR GB 50 ''' - DETERMINATION_GB50_EIGENVALUE, DETERMINATION_GB50_NOT_USED, DETERMINATION_GB50_USER_DEFINED = range( - 3) + DETERMINATION_GB50_EIGENVALUE, DETERMINATION_GB50_NOT_USED, DETERMINATION_GB50_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationCbAisc(Enum): ''' Steel Effective Lengths Determination CB AISC ''' - DETERMINATION_CB_ACC_TO_CHAPTER_F, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range( - 3) + DETERMINATION_CB_ACC_TO_CHAPTER_F, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationMcrCsa(Enum): ''' Steel Effective Lengths Determination MCR CSA ''' - DETERMINATION_CSA_ACC_TO_CHAPTER_13_6, DETERMINATION_CSA_EIGENVALUE, DETERMINATION_CSA_USER_DEFINED = range( - 3) + DETERMINATION_CSA_ACC_TO_CHAPTER_13_6, DETERMINATION_CSA_EIGENVALUE, DETERMINATION_CSA_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationCbCsa(Enum): ''' Steel Effective Lengths Determination CB CSA ''' - DETERMINATION_CB_ACC_TO_CHAPTER_13_6, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range( - 3) + DETERMINATION_CB_ACC_TO_CHAPTER_13_6, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationMcrBs5(Enum): ''' Steel Effective Lengths Determination MCR BS5 ''' - DETERMINATION_BS5_ACC_TO_CHAPTER_F, DETERMINATION_BS5_EIGENVALUE, DETERMINATION_BS5_USER_DEFINED = range( - 3) + DETERMINATION_BS5_ACC_TO_CHAPTER_F, DETERMINATION_BS5_EIGENVALUE, DETERMINATION_BS5_USER_DEFINED = range(3) class SteelEffectiveLengthsDeterminationCbNbr(Enum): ''' Steel Effective Lengths Determination CB NBR ''' - DETERMINATION_CB_ACC_TO_5423, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range( - 3) + DETERMINATION_CB_ACC_TO_5423, DETERMINATION_CB_BASIC_VALUE, DETERMINATION_CB_USER_DEFINED = range(3) class SteelEffectiveLengthsMomentModificationRestrainedSegments(Enum): @@ -1672,31 +1634,28 @@ class SteelEffectiveLengthsMomentModificationRestrainedSegments(Enum): Steel Effective Lengths Moment Modification Restrained Segments ''' MOMENT_ALPHA_ACC_TO_5611_II, MOMENT_ALPHA_ACC_TO_5611_III, MOMENT_ALPHA_BASIC_VALUE, \ - MOMENT_ALPHA_EIGENVALUE_METHOD, MOMENT_ALPHA_USER_DEFINED = range(5) + MOMENT_ALPHA_EIGENVALUE_METHOD, MOMENT_ALPHA_USER_DEFINED = range(5) class SteelEffectiveLengthsMomentModificationUnrestrainedSegments(Enum): ''' Steel Effective Lengths Moment Modification Unrestrained Segments ''' - MOMENT_ALPHA_ACC_TO_5611_II, MOMENT_ALPHA_BASIC_VALUE, MOMENT_ALPHA_USER_DEFINED = range( - 3) + MOMENT_ALPHA_ACC_TO_5611_II, MOMENT_ALPHA_BASIC_VALUE, MOMENT_ALPHA_USER_DEFINED = range(3) class SteelEffectiveLengthsSlendernessReductionRestrainedSegments(Enum): ''' Steel Effective Lengths Slenderness Reduction Restrained Segments ''' - SLENDERNESS_ALPHA_ACC_TO_5611, SLENDERNESS_ALPHA_EIGENVALUE_METHOD = range( - 2) + SLENDERNESS_ALPHA_ACC_TO_5611, SLENDERNESS_ALPHA_EIGENVALUE_METHOD = range(2) class SteelEffectiveLengthsSlendernessReductionUnrestrainedSegments(Enum): ''' Steel Effective Lengths Slenderness Reduction Unrestrained Segments ''' - SLENDERNESS_ALPHA_ACC_TO_5611, SLENDERNESS_ALPHA_EIGENVALUE_METHOD = range( - 2) + SLENDERNESS_ALPHA_ACC_TO_5611, SLENDERNESS_ALPHA_EIGENVALUE_METHOD = range(2) class SteelEffectiveLengthsMemberType(Enum): @@ -1723,8 +1682,7 @@ class SteelMemberShearPanelDefinitionType(Enum): ''' Steel Member Shear Panel Definition Type ''' - DEFINITION_TYPE_BRACING, DEFINITION_TYPE_DEFINE_S_PROV,\ - DEFINITION_TYPE_TRAPEZOIDAL_SHEETING, DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING = range(4) + DEFINITION_TYPE_BRACING, DEFINITION_TYPE_DEFINE_S_PROV, DEFINITION_TYPE_TRAPEZOIDAL_SHEETING, DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING = range(4) class SteelMemberShearPanelPositionOnSection(Enum): ''' @@ -1766,15 +1724,28 @@ class SteelBoundaryConditionsSupportType(Enum): Steel Boundary Conditions Support Type ''' SUPPORT_TYPE_FIXED_ALL, SUPPORT_TYPE_FIXED_IN_Y, SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION_AND_WARPING, \ - SUPPORT_TYPE_FIXED_IN_Y_AND_WARPING, SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_TORSION, SUPPORT_TYPE_TORSION_AND_WARPING = range( - 9) + SUPPORT_TYPE_FIXED_IN_Y_AND_WARPING, SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_TORSION, SUPPORT_TYPE_TORSION_AND_WARPING = range(9) class SteelBoundaryConditionsEccentricityTypeZ(Enum): ''' Steel Boundary Conditions Eccentricity Type Z Type ''' - ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range( - 4) + ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range(4) + +class ImperfectionCaseDirection(Enum): + ''' + Imperfection Case Sway via Table Direction + ''' + IMPERFECTION_CASE_DIRECTION_LOCAL_X, IMPERFECTION_CASE_DIRECTION_LOCAL_Y, IMPERFECTION_CASE_DIRECTION_LOCAL_Z, IMPERFECTION_CASE_DIRECTION_LOCAL_Y_NEGATIVE, IMPERFECTION_CASE_DIRECTION_LOCAL_Z_NEGATIVE, \ + IMPERFECTION_CASE_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, IMPERFECTION_CASE_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, IMPERFECTION_CASE_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, \ + IMPERFECTION_CASE_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_NEGATIVE, IMPERFECTION_CASE_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_NEGATIVE, IMPERFECTION_CASE_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_NEGATIVE, \ + IMPERFECTION_CASE_DIRECTION_SPATIAL = range(12) + +class DirectionForLevelDirection(Enum): + ''' + Imperfection Case, Sway via Table, Direction for Level Direction + ''' + DIRECTION_X, DIRECTION_Y, DIRECTION_Z, DIRECTION_XY, DIRECTION_XZ, DIRECTION_YZ = range(6) class SurfaceStiffnessModificationType(Enum): ''' @@ -1867,68 +1838,68 @@ class ActionCategoryType(Enum): Load Case Action Category ''' ACTION_CATEGORY_ACCIDENTAL_ACTIONS_A, ACTION_CATEGORY_ACCIDENTAL_ACTION_A, ACTION_CATEGORY_ACCIDENTAL_LOAD_AL, ACTION_CATEGORY_ACTIONS_DUE_TO_CRANES_HORIZONTAL_AND_VERTICAL_Q_CR, \ - ACTION_CATEGORY_ACTIONS_DURING_EXECUTION_Q_EX, ACTION_CATEGORY_ACTIONS_WITH_LIMITED_MAXIMUM_VALUES_Q_LI, ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_EARTH_LOADS_GS, \ - ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_EARTH_PRESSURE_GS, ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_WATER_PRESSURE_GS, ACTION_CATEGORY_ACTION_FROM_SOIL_VARIABLE_EARTH_PRESSURE_GS, \ - ACTION_CATEGORY_ACTION_FROM_SOIL_VARIABLE_WATER_PRESSURE_GS, ACTION_CATEGORY_ASH_LOAD_ON_ROOFINGS_ADJACENT_TO_BLAST_FURNACE_TABLE_5_4_1_2_Q_AS, ACTION_CATEGORY_ASH_LOAD_ON_ROOFINGS_TABLE_5_4_1_1_Q_AS, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_ASSEMBLY_HALL_THEATER_CINEMA_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_ONE_WAY_SLAB_FLOOR_BUS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_ONE_WAY_SLAB_FLOOR_FIRE_ENGINE_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_TWO_WAY_SLAB_FLOOR_FIRE_ENGINE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_TWO_WAY_SLAB_ROOF_BUS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BALCONY_OTHER_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_BALCONY_POPULATION_MAY_BE_CONCENTRATED_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BATHROOM_TOILET_AND_WASHROOM_BUILDINGS_IN_ITEM_NO_1_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BATHROOM_TOILET_AND_WASHROOM_FOR_OTHER_BUILDINGS_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_CANTEEN_DINING_HALL_ORDINARY_ARCHIVES_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_CLASSROOM_LABORATORY_READING_ROOM_MEETING_ROOM_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_DANCE_HALL_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_DWELLING_HOSTEL_HOTEL_OFFICE_HOSPITAL_WARD_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_GYMNASIUM_ARENA_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_KITCHEN_FOR_DINING_HALL_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_KITCHEN_OTHER_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_LAUNDRY_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_HOSTEL_HOTEL_NURSERY_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_OFFICE_CLASSROOM_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_THICK_STREAM_OF_PEOPLE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STAIRS_APARTMENT_HOUSE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STAIRS_OTHER_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STANDS_WITHOUT_FIXED_SEAT_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_STOREHOUSE_FOR_COLLECTING_BOOKS_ARCHIVES_STOREROOMS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STORES_AND_SHOPS_EXHIBITION_HALLS_STATION_PORT_AIRPORT_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_VENTILATOR_MOTOR_ROOM_ELEVATOR_MOTOR_ROOM_Q_CB, \ - ACTION_CATEGORY_CIVIL_BUILDINGS_WAREHOUSE_WITH_A_DENSE_CONCENTRATION_OF_SHELVING_Q_CB, ACTION_CATEGORY_CONCENTRATED_AND_RAILING_LOADS_Q_CO, ACTION_CATEGORY_CONCRETE_PRESSURE_Q4_2, ACTION_CATEGORY_CONSTRUCTION_AND_MAINTENANCE_LOADS_AND_HORIZONTAL_LOAD_ON_RAILINGS_ACC_TO_5_5_3_Q_CM, \ - ACTION_CATEGORY_CONSTRUCTION_LOADS_DUE_TO_WORKING_PERSONNEL_Q_CP, ACTION_CATEGORY_CONSTRUCTION_OPERATIONS_LOADING_Q2_3, ACTION_CATEGORY_CRANE_LOADS_LIFTING_HOOK_CRANES_OF_WORKING_GRADE_A8_Q_CR, ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A1_A3_Q_CR, \ - ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A4_A5_Q_CR, ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A6_A7_Q_CR, ACTION_CATEGORY_CRANE_LOAD_CL, ACTION_CATEGORY_DEAD_LOAD_D, ACTION_CATEGORY_DEAD_LOAD_DL, ACTION_CATEGORY_DEAD_LOAD_GK, ACTION_CATEGORY_DEAD_LOAD_SOIL_DLS, \ - ACTION_CATEGORY_DEAD_LOAD_SOIL_DS, ACTION_CATEGORY_DEAD_LOAD_SOIL_GKS, ACTION_CATEGORY_DEBRIS_EFFECT_Q6_2, ACTION_CATEGORY_EARTHQUAKE_LOAD_E, ACTION_CATEGORY_EARTHQUAKE_LOAD_EL, ACTION_CATEGORY_EARTHQUAKE_LOAD_HORIZONTAL_EH, ACTION_CATEGORY_EARTHQUAKE_LOAD_VERTICAL_EV, \ - ACTION_CATEGORY_EARTH_PRESSURE_FE, ACTION_CATEGORY_EFFECTS_OF_HORIZONTAL_EARTHQUAKE_FORCES_QE, ACTION_CATEGORY_EQUIPMENT_CHARGES_OF_CONTAINERS_LIQUID_Q_E3, ACTION_CATEGORY_EQUIPMENT_CHARGES_OF_CONTAINERS_LOOSE_Q_E4, ACTION_CATEGORY_EQUIPMENT_FORKLIFTS_AND_ELECTRIC_TRUCKS_Q_E5, \ - ACTION_CATEGORY_EQUIPMENT_ISOLATION_OF_EQUIPMENT_Q_E2, ACTION_CATEGORY_EQUIPMENT_PERMANENT_EQUIPMENT_Q_E1, ACTION_CATEGORY_EQUIPMENT_STORED_MATERIALS_AND_PRODUCTS_Q_M, ACTION_CATEGORY_ERECTION_LOAD_ER, ACTION_CATEGORY_EXCEPTIONAL_EXC, ACTION_CATEGORY_FLOOD_LOAD_FA, \ - ACTION_CATEGORY_FOUNDATION_SUBSIDENCE_QF, ACTION_CATEGORY_GENERAL_CONSTRUCTION_ELEMENTS_AND_EQUIPMENT_G_GE, ACTION_CATEGORY_GENERAL_VARIABLE_ACTIONS_Q_GE, ACTION_CATEGORY_GEOTECHNICAL_LOADS_PERMANENT_GEP, ACTION_CATEGORY_GEOTECHNICAL_LOADS_VARIABLE_GEV, \ - ACTION_CATEGORY_GR1A_LM1_PEDESTRIAN_CYCLE_TRACK_GR1A, ACTION_CATEGORY_GR1B_SINGLE_AXLE_GR1B, ACTION_CATEGORY_GR2_HORIZONTAL_FORCES_LM1_GR2, ACTION_CATEGORY_GR3_PEDESTRIAN_LOAD_GR3, ACTION_CATEGORY_GR4_CROWD_LOADING_PEDESTRIAN_LOAD_GR4, ACTION_CATEGORY_GR5_SPECIAL_VEHICLES_LM1_GR5, \ - ACTION_CATEGORY_GR6_LOADS_FOR_BEARINGS_EXCHANGE_GR6, ACTION_CATEGORY_GROUND_WATER_FGW, ACTION_CATEGORY_HORIZONTAL_EARTHQUAKE_ACTION_EH, ACTION_CATEGORY_ICE_ACTION_FICE, ACTION_CATEGORY_ICE_LOADINGS_Q_I, ACTION_CATEGORY_ICE_QI, ACTION_CATEGORY_IMPOSED_ACTION_Q, \ - ACTION_CATEGORY_IMPOSED_DEFORMATIONS_DUE_TO_PRE_STRESSING_P, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_EXCLUDING_CATEGORIES_A_TO_D_Q_J, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_A_Q_KA, \ - ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_B_Q_KB, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_C_Q_KC, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_D_Q_KD, ACTION_CATEGORY_IMPOSED_LOADS_AREAS_WHERE_PEOPLE_CAN_CONGREGATE_Q_C, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_A_DOMESTIC_RESIDENTIAL_AREAS_QI_A, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_B_OFFICE_AREAS_QI_B, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_C_CONGREGATION_AREAS_QI_C, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_D_SHOPPING_AREAS_QI_D, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_E_STORAGE_AREAS_QI_E, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_E_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_30_KN_QI_E, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_F_ROOFS_ACCESSIBLE_ONLY_PRIVATELY_QI_F, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_F_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_30_KN_QI_F, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G1_ROOFS_SLOPE_LESS_THAN_20_Q_G1, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G2_ROOFS_SLOPE_MORE_THAN_40_Q_G2, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_160_KN_QI_G, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_INACCESSIBLE_ROOFS_QI_H, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_ROOFS_ACCESSIBLE_ONLY_FOR_MAINTENANCE_QI_H, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_ROOFS_QI_H, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_I_ROOFS_ACCESSIBLE_QI_I, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_I_ROOFS_HELICOPTER_QI_I, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_J_ROOFS_HELIPORT_EQUIPMENT_QI_J, \ - ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_FLAT_ROOFS_HELICOPTER_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_FLAT_ROOFS_OTHER_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_ROOFS_FOR_SPECIAL_USES_HELIPORTS_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_DOMESTIC_AND_RESIDENTIAL_AREAS_Q_A, \ - ACTION_CATEGORY_IMPOSED_LOADS_FORK_LIFTS_Q_FL, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_11_12_13_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_1_7_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_8_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_9_10_Q_CR, \ - ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_SUPPORT_FORCES_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_HELICOPTER_LOAD_Q_HC, ACTION_CATEGORY_IMPOSED_LOADS_INACCESSIBLE_ROOFS_Q_H, ACTION_CATEGORY_IMPOSED_LOADS_INDUSTRIAL_USE_Q_E2, ACTION_CATEGORY_IMPOSED_LOADS_LIGHT_INDUSTRIAL_USE_Q_E1, \ - ACTION_CATEGORY_IMPOSED_LOADS_LIVE_LOADS_LL, ACTION_CATEGORY_IMPOSED_LOADS_PUBLIC_AREAS_NOT_SUSCEPTIBLE_TO_CROWDING_Q_B, ACTION_CATEGORY_IMPOSED_LOADS_SHOPPING_AREAS_Q_D, ACTION_CATEGORY_IMPOSED_LOADS_STORAGE_AREAS_Q_E3, \ - ACTION_CATEGORY_IMPOSED_LOADS_TRAFFIC_AND_PARKING_AREAS_FOR_VEHICLES_25_KN_Q_F, ACTION_CATEGORY_IMPOSED_LOADS_TRAFFIC_AND_PARKING_AREAS_FOR_VEHICLES_25_KN_TO_160_KN_Q_G, ACTION_CATEGORY_IMPOSED_LOAD_QK, ACTION_CATEGORY_INDUSTRIALIZED_CONSTRUCTION_ELEMENTS_G_IN, \ - ACTION_CATEGORY_INDUSTRIALIZED_CONSTRUCTION_ELEMENTS_WITH_ADDITION_ON_SITE_G_IS, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_COTTON_MILLING_WORKSHOP_TABLE_D_0_1_4_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_GRAIN_PROCESSING_WORKSHOP_TABLE_D_0_1_6_Q_IB, \ - ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_1_2_4_6_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_3_5_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_7_Q_IB, \ - ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_METAL_WORKING_WORKSHOP_TABLE_D_0_1_1_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_PREPARATORY_WORKSHOP_FOR_TIRE_PLANT_TABLE_D_0_1_5_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_SEMICONDUCTOR_PRODUCTION_WORKSHOP_TABLE_D_0_1_3_Q_IB, \ - ACTION_CATEGORY_INFLUENCES_RESULTING_FROM_TEMPERATURE_CHANGES_SHRINKAGE_OR_CREEP_ETC_T, ACTION_CATEGORY_IN_SITU_CONCRETE_LOADING_ALLOWANCE_Q4_1, ACTION_CATEGORY_LATERAL_EARTH_PRESSURE_H, ACTION_CATEGORY_LIQUID_PRESSURE_FLP, \ - ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_HELICOPTER_ON_THE_ROOF_ACC_TO_5_3_2_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_MANNED_ROOF_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_ROOF_GARDEN_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_ROOF_SPORTS_GROUND_Q_LR, \ - ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_UNMANNED_ROOF_Q_LR, ACTION_CATEGORY_LIVE_LOAD_DUE_TO_EARTHQUAKE_E, ACTION_CATEGORY_LIVE_LOAD_DUE_TO_WIND_W, ACTION_CATEGORY_LIVE_LOAD_L, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_6K_Q_C4, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_7K_Q_C3, \ - ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_8K_ELASTIC_Q_C2, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_8K_RIGID_Q_C1, ACTION_CATEGORY_LOADS_FROM_CRANES_IN_GENERAL_Q_C1, ACTION_CATEGORY_LOADS_FROM_CRANES_OTHER_GROUPS_Q_C5, ACTION_CATEGORY_LOADS_FROM_VEHICLES_Q_V, \ - ACTION_CATEGORY_LOADS_PRODUCED_BY_FLOWING_WATER_Q6_1, ACTION_CATEGORY_LOAD_ARISING_FROM_EXTRAORDINARY_EVENT_AK, ACTION_CATEGORY_LOAD_DUE_TO_FLUIDS_WITH_WELL_DEFINED_PRESSURES_AND_MAXIMUM_HEIGHTS_F, ACTION_CATEGORY_LOAD_DUE_TO_LATERAL_EARTH_PRESSURE_GROUND_WATER_PRESSURE_H,\ - ACTION_CATEGORY_MAXIMUM_WIND_Q5_1, ACTION_CATEGORY_NONE_NONE, ACTION_CATEGORY_NOTIONAL_HORIZONTAL_FORCES_ACCORDING_TO_BS_5950_NK, ACTION_CATEGORY_NOTIONAL_LOAD_FOR_STRUCTURAL_INTEGRITY_N, ACTION_CATEGORY_OTHER_ACTIONS_QO, ACTION_CATEGORY_OTHER_CONSTRUCTION_LOADS_Q_CO, \ - ACTION_CATEGORY_OTHER_IMPOSED_PERMANENT_DEFORMATIONS_FOR_EXAMPLE_SETTLEMENT_G_OT, ACTION_CATEGORY_OTHER_LIVE_LOADS_QO, ACTION_CATEGORY_OTHER_LOADS_Q9, ACTION_CATEGORY_OTHER_TYPES_OF_VARIABLE_LOADS_Q_OT, ACTION_CATEGORY_PERMANENT_EARTH_PRESSURE_G_E, \ - ACTION_CATEGORY_PERMANENT_FROM_CRANES_G_CR, ACTION_CATEGORY_PERMANENT_G, ACTION_CATEGORY_PERMANENT_G1, ACTION_CATEGORY_PERMANENT_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_G_GF, ACTION_CATEGORY_PERMANENT_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_G_GU, \ - ACTION_CATEGORY_PERMANENT_IMPOSED_GQ, ACTION_CATEGORY_PERMANENT_IMPOSED_NON_STRUCTURAL_G2, ACTION_CATEGORY_PERMANENT_LOADS_FROM_FLUIDS_G_FL, ACTION_CATEGORY_PERMANENT_NON_STRUCTURAL_G2, ACTION_CATEGORY_PERMANENT_SELF_WEIGHT_SELF_WEIGHT_OF_SOIL_G, \ - ACTION_CATEGORY_PERMANENT_SMALL_FLUCTUATIONS_G_ASTERISK, ACTION_CATEGORY_PERMANENT_SOIL_GS, ACTION_CATEGORY_PERMANENT_WATER_PRESSURE_G_W, ACTION_CATEGORY_PLACEMENT_LOADS_QP, ACTION_CATEGORY_PREMISES_OF_BUILDINGS_UNIFORM_LOADS_2_KN_M2_AND_MORE_Q_U2, \ - ACTION_CATEGORY_PREMISES_OF_BUILDINGS_UNIFORM_LOADS_LESS_THAN_2_KN_M2_Q_U1, ACTION_CATEGORY_PRESTRESSING_Q8_3, ACTION_CATEGORY_PRESTRESS_P, ACTION_CATEGORY_RAINWATER_PONDING_FPND, ACTION_CATEGORY_RAIN_LOAD_QR, ACTION_CATEGORY_RAIN_LOAD_R, ACTION_CATEGORY_ROOF_LIVE_LOAD_LR, \ - ACTION_CATEGORY_SEISMIC_ACTIONS_AE, ACTION_CATEGORY_SEISMIC_AE, ACTION_CATEGORY_SEISMIC_EFFECTS_Q7, ACTION_CATEGORY_SELF_STRAINING_FORCE_T, ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_1600_KG_M3_AND_LESS_ON_BUILDING_SITE_G_C3, ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_1600_KG_M3_AND_LESS_PREFABRICATED_G_C2, \ - ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_MORE_THAN_1600_KG_M3_STONE_TIMBER_G_C1, ACTION_CATEGORY_SELF_WEIGHT_G, ACTION_CATEGORY_SELF_WEIGHT_OF_METAL_STRUCTURES_G_ME, ACTION_CATEGORY_SELF_WEIGHT_OF_PREFABRICATED_STRUCTURES_G_PR, ACTION_CATEGORY_SELF_WEIGHT_OF_STRUCTURES_BUILT_ON_SITE_G_SI, \ - ACTION_CATEGORY_SELF_WEIGHT_Q1_1, ACTION_CATEGORY_SELF_WEIGHT_SOIL_MODIFIED_G_SM, ACTION_CATEGORY_SELF_WEIGHT_SOIL_NATURAL_G_SN, ACTION_CATEGORY_SELF_WEIGHT_STEEL_CONSTRUCTIONS_G_S1, ACTION_CATEGORY_SELF_WEIGHT_STEEL_CONSTRUCTIONS_OVER_50_OF_TOTAL_LOAD_G_S2, \ - ACTION_CATEGORY_SERVICEABILITY_EARTHQUAKE_ACTION_ES, ACTION_CATEGORY_SERVICEABILITY_WIND_ACTION_WS, ACTION_CATEGORY_SETTLEMENTS_OF_SUPPORTS_SHRINKAGE_SETT, ACTION_CATEGORY_SETTLEMENT_Q8_2, ACTION_CATEGORY_SNOW_ACTION_FSN, ACTION_CATEGORY_SNOW_AND_ICE_Q2_4, \ - ACTION_CATEGORY_SNOW_ICE_AND_RAIN_S, ACTION_CATEGORY_SNOW_ICE_LOADS_1_LESS_OR_EQUAL_TO_SK_LESSER_THAN_2_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_2_LESS_OR_EQUAL_TO_SK_LESSER_THAN_3_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_FINLAND_ICELAND_QS, \ - ACTION_CATEGORY_SNOW_ICE_LOADS_H_GREATER_THAN_1000_M_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_H_LESS_OR_EQUAL_TO_1000_M_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_OUTDOOR_TERRACES_AND_BALCONIES_SK_GREATER_THAN_2_75_KN_M2_QS, \ - ACTION_CATEGORY_SNOW_ICE_LOADS_OUTDOOR_TERRACES_AND_BALCONIES_SK_LESS_OR_EQUAL_TO_2_75_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_SK_GREATER_OR_EQUAL_TO_3_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_SK_GREATER_THAN_2_75_KN_M2_QS, \ - ACTION_CATEGORY_SNOW_ICE_LOADS_SK_LESS_OR_EQUAL_TO_2_75_KN_M2_QS, ACTION_CATEGORY_SNOW_LOADINGS_Q_S, ACTION_CATEGORY_SNOW_LOAD_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_III_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_II_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_I_S, \ - ACTION_CATEGORY_SNOW_REGION_SAINT_PIERRE_AND_MIQUELON_QS, ACTION_CATEGORY_SOIL_Q1_2, ACTION_CATEGORY_SPECIAL_LOADINGS_PS, ACTION_CATEGORY_STORAGE_AREAS_Q2_2, ACTION_CATEGORY_SUPPORTED_CONSTRUCTION_Q2_1, ACTION_CATEGORY_TEMPERATURE_CLIMATIC_INFLUENCES_Q_T, \ - ACTION_CATEGORY_TEMPERATURE_NON_FIRE_QT, ACTION_CATEGORY_TEMPERATURE_Q8_1, ACTION_CATEGORY_TEMPERATURE_SHRINKAGE_CREEP_ETC_T, ACTION_CATEGORY_THERMAL_ACTIONS_ARISING_FROM_THE_FIRE_T, ACTION_CATEGORY_THERMAL_ACTIONS_QT, ACTION_CATEGORY_THERMAL_ACTION_ACCORDING_TO_9_1_3_T, \ - ACTION_CATEGORY_ULTIMATE_EARTHQUAKE_ACTION_EU, ACTION_CATEGORY_ULTIMATE_WIND_ACTION_WU, ACTION_CATEGORY_UNEVEN_SETTLEMENTS_G_US, ACTION_CATEGORY_UNIT_LOADS_QU, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_GROUNDWATER_GEF1, \ - ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_GROUND_WATER_FLUIDS_GEF2, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_OTHER_ACTIONS_GEF3, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_GROUNDWATER_GEU1, \ - ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_GROUND_WATER_FLUIDS_GEU2, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_OTHER_ACTIONS_GEU3, ACTION_CATEGORY_VARIABLE_LOADS_FROM_FLUIDS_Q_FL, \ - ACTION_CATEGORY_VARIABLE_PERSISTENT_HORIZONTAL_IMPOSED_ACTIONS_Q3, ACTION_CATEGORY_VARIABLE_Q, ACTION_CATEGORY_VERTICAL_EARTHQUAKE_ACTION_EV, ACTION_CATEGORY_WEIGHT_OF_ICE_DI, ACTION_CATEGORY_WIND_LOADINGS_Q_W, ACTION_CATEGORY_WIND_LOADS_FWK_EXECUTION_QWE, \ - ACTION_CATEGORY_WIND_LOADS_FWK_PERSISTENT_DESIGN_SITUATIONS_QWP, ACTION_CATEGORY_WIND_LOADS_FW_QW, ACTION_CATEGORY_WIND_LOAD_ACCORDING_TO_8_1_4_W, ACTION_CATEGORY_WIND_LOAD_W, ACTION_CATEGORY_WIND_LOAD_WK, ACTION_CATEGORY_WIND_LOAD_WL, ACTION_CATEGORY_WIND_ON_ICE_DETERMINED_IN_ACCORDANCE_WITH_SECTION_10_WI, \ - ACTION_CATEGORY_WIND_QW, ACTION_CATEGORY_WORKING_WIND_Q5_2 = range(278) + ACTION_CATEGORY_ACTIONS_DURING_EXECUTION_Q_EX, ACTION_CATEGORY_ACTIONS_WITH_LIMITED_MAXIMUM_VALUES_Q_LI, ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_EARTH_LOADS_GS, \ + ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_EARTH_PRESSURE_GS, ACTION_CATEGORY_ACTION_FROM_SOIL_PERMANENT_WATER_PRESSURE_GS, ACTION_CATEGORY_ACTION_FROM_SOIL_VARIABLE_EARTH_PRESSURE_GS, \ + ACTION_CATEGORY_ACTION_FROM_SOIL_VARIABLE_WATER_PRESSURE_GS, ACTION_CATEGORY_ASH_LOAD_ON_ROOFINGS_ADJACENT_TO_BLAST_FURNACE_TABLE_5_4_1_2_Q_AS, ACTION_CATEGORY_ASH_LOAD_ON_ROOFINGS_TABLE_5_4_1_1_Q_AS, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_ASSEMBLY_HALL_THEATER_CINEMA_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_ONE_WAY_SLAB_FLOOR_BUS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_ONE_WAY_SLAB_FLOOR_FIRE_ENGINE_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_TWO_WAY_SLAB_FLOOR_FIRE_ENGINE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_AUTOMOBILE_PASSAGE_AND_GARAGE_TWO_WAY_SLAB_ROOF_BUS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BALCONY_OTHER_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_BALCONY_POPULATION_MAY_BE_CONCENTRATED_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BATHROOM_TOILET_AND_WASHROOM_BUILDINGS_IN_ITEM_NO_1_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_BATHROOM_TOILET_AND_WASHROOM_FOR_OTHER_BUILDINGS_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_CANTEEN_DINING_HALL_ORDINARY_ARCHIVES_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_CLASSROOM_LABORATORY_READING_ROOM_MEETING_ROOM_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_DANCE_HALL_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_DWELLING_HOSTEL_HOTEL_OFFICE_HOSPITAL_WARD_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_GYMNASIUM_ARENA_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_KITCHEN_FOR_DINING_HALL_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_KITCHEN_OTHER_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_LAUNDRY_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_HOSTEL_HOTEL_NURSERY_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_OFFICE_CLASSROOM_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_PASSAGE_ENTRANCE_HALL_STAIRCASE_THICK_STREAM_OF_PEOPLE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STAIRS_APARTMENT_HOUSE_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STAIRS_OTHER_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STANDS_WITHOUT_FIXED_SEAT_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_STOREHOUSE_FOR_COLLECTING_BOOKS_ARCHIVES_STOREROOMS_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_STORES_AND_SHOPS_EXHIBITION_HALLS_STATION_PORT_AIRPORT_Q_CB, ACTION_CATEGORY_CIVIL_BUILDINGS_VENTILATOR_MOTOR_ROOM_ELEVATOR_MOTOR_ROOM_Q_CB, \ + ACTION_CATEGORY_CIVIL_BUILDINGS_WAREHOUSE_WITH_A_DENSE_CONCENTRATION_OF_SHELVING_Q_CB, ACTION_CATEGORY_CONCENTRATED_AND_RAILING_LOADS_Q_CO, ACTION_CATEGORY_CONCRETE_PRESSURE_Q4_2, ACTION_CATEGORY_CONSTRUCTION_AND_MAINTENANCE_LOADS_AND_HORIZONTAL_LOAD_ON_RAILINGS_ACC_TO_5_5_3_Q_CM, \ + ACTION_CATEGORY_CONSTRUCTION_LOADS_DUE_TO_WORKING_PERSONNEL_Q_CP, ACTION_CATEGORY_CONSTRUCTION_OPERATIONS_LOADING_Q2_3, ACTION_CATEGORY_CRANE_LOADS_LIFTING_HOOK_CRANES_OF_WORKING_GRADE_A8_Q_CR, ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A1_A3_Q_CR, \ + ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A4_A5_Q_CR, ACTION_CATEGORY_CRANE_LOADS_WORKING_GRADES_A6_A7_Q_CR, ACTION_CATEGORY_CRANE_LOAD_CL, ACTION_CATEGORY_DEAD_LOAD_D, ACTION_CATEGORY_DEAD_LOAD_DL, ACTION_CATEGORY_DEAD_LOAD_GK, ACTION_CATEGORY_DEAD_LOAD_SOIL_DLS, \ + ACTION_CATEGORY_DEAD_LOAD_SOIL_DS, ACTION_CATEGORY_DEAD_LOAD_SOIL_GKS, ACTION_CATEGORY_DEBRIS_EFFECT_Q6_2, ACTION_CATEGORY_EARTHQUAKE_LOAD_E, ACTION_CATEGORY_EARTHQUAKE_LOAD_EL, ACTION_CATEGORY_EARTHQUAKE_LOAD_HORIZONTAL_EH, ACTION_CATEGORY_EARTHQUAKE_LOAD_VERTICAL_EV, \ + ACTION_CATEGORY_EARTH_PRESSURE_FE, ACTION_CATEGORY_EFFECTS_OF_HORIZONTAL_EARTHQUAKE_FORCES_QE, ACTION_CATEGORY_EQUIPMENT_CHARGES_OF_CONTAINERS_LIQUID_Q_E3, ACTION_CATEGORY_EQUIPMENT_CHARGES_OF_CONTAINERS_LOOSE_Q_E4, ACTION_CATEGORY_EQUIPMENT_FORKLIFTS_AND_ELECTRIC_TRUCKS_Q_E5, \ + ACTION_CATEGORY_EQUIPMENT_ISOLATION_OF_EQUIPMENT_Q_E2, ACTION_CATEGORY_EQUIPMENT_PERMANENT_EQUIPMENT_Q_E1, ACTION_CATEGORY_EQUIPMENT_STORED_MATERIALS_AND_PRODUCTS_Q_M, ACTION_CATEGORY_ERECTION_LOAD_ER, ACTION_CATEGORY_EXCEPTIONAL_EXC, ACTION_CATEGORY_FLOOD_LOAD_FA, \ + ACTION_CATEGORY_FOUNDATION_SUBSIDENCE_QF, ACTION_CATEGORY_GENERAL_CONSTRUCTION_ELEMENTS_AND_EQUIPMENT_G_GE, ACTION_CATEGORY_GENERAL_VARIABLE_ACTIONS_Q_GE, ACTION_CATEGORY_GEOTECHNICAL_LOADS_PERMANENT_GEP, ACTION_CATEGORY_GEOTECHNICAL_LOADS_VARIABLE_GEV, \ + ACTION_CATEGORY_GR1A_LM1_PEDESTRIAN_CYCLE_TRACK_GR1A, ACTION_CATEGORY_GR1B_SINGLE_AXLE_GR1B, ACTION_CATEGORY_GR2_HORIZONTAL_FORCES_LM1_GR2, ACTION_CATEGORY_GR3_PEDESTRIAN_LOAD_GR3, ACTION_CATEGORY_GR4_CROWD_LOADING_PEDESTRIAN_LOAD_GR4, ACTION_CATEGORY_GR5_SPECIAL_VEHICLES_LM1_GR5, \ + ACTION_CATEGORY_GR6_LOADS_FOR_BEARINGS_EXCHANGE_GR6, ACTION_CATEGORY_GROUND_WATER_FGW, ACTION_CATEGORY_HORIZONTAL_EARTHQUAKE_ACTION_EH, ACTION_CATEGORY_ICE_ACTION_FICE, ACTION_CATEGORY_ICE_LOADINGS_Q_I, ACTION_CATEGORY_ICE_QI, ACTION_CATEGORY_IMPOSED_ACTION_Q, \ + ACTION_CATEGORY_IMPOSED_DEFORMATIONS_DUE_TO_PRE_STRESSING_P, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_EXCLUDING_CATEGORIES_A_TO_D_Q_J, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_A_Q_KA, \ + ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_B_Q_KB, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_C_Q_KC, ACTION_CATEGORY_IMPOSED_LOADS_ACCESSIBLE_FLAT_ROOFS_WITH_OCCUPANCY_D_Q_KD, ACTION_CATEGORY_IMPOSED_LOADS_AREAS_WHERE_PEOPLE_CAN_CONGREGATE_Q_C, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_A_DOMESTIC_RESIDENTIAL_AREAS_QI_A, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_B_OFFICE_AREAS_QI_B, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_C_CONGREGATION_AREAS_QI_C, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_D_SHOPPING_AREAS_QI_D, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_E_STORAGE_AREAS_QI_E, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_E_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_30_KN_QI_E, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_F_ROOFS_ACCESSIBLE_ONLY_PRIVATELY_QI_F, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_F_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_30_KN_QI_F, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G1_ROOFS_SLOPE_LESS_THAN_20_Q_G1, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G2_ROOFS_SLOPE_MORE_THAN_40_Q_G2, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_G_TRAFFIC_AREA_VEHICLE_WEIGHT_LESS_OR_EQUAL_TO_160_KN_QI_G, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_INACCESSIBLE_ROOFS_QI_H, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_ROOFS_ACCESSIBLE_ONLY_FOR_MAINTENANCE_QI_H, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_H_ROOFS_QI_H, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_I_ROOFS_ACCESSIBLE_QI_I, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_I_ROOFS_HELICOPTER_QI_I, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_J_ROOFS_HELIPORT_EQUIPMENT_QI_J, \ + ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_FLAT_ROOFS_HELICOPTER_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_FLAT_ROOFS_OTHER_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_CATEGORY_K_ROOFS_FOR_SPECIAL_USES_HELIPORTS_QI_K, ACTION_CATEGORY_IMPOSED_LOADS_DOMESTIC_AND_RESIDENTIAL_AREAS_Q_A, \ + ACTION_CATEGORY_IMPOSED_LOADS_FORK_LIFTS_Q_FL, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_11_12_13_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_1_7_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_8_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_CLASS_9_10_Q_CR, \ + ACTION_CATEGORY_IMPOSED_LOADS_FROM_CRANES_SUPPORT_FORCES_Q_CR, ACTION_CATEGORY_IMPOSED_LOADS_HELICOPTER_LOAD_Q_HC, ACTION_CATEGORY_IMPOSED_LOADS_INACCESSIBLE_ROOFS_Q_H, ACTION_CATEGORY_IMPOSED_LOADS_INDUSTRIAL_USE_Q_E2, ACTION_CATEGORY_IMPOSED_LOADS_LIGHT_INDUSTRIAL_USE_Q_E1, \ + ACTION_CATEGORY_IMPOSED_LOADS_LIVE_LOADS_LL, ACTION_CATEGORY_IMPOSED_LOADS_PUBLIC_AREAS_NOT_SUSCEPTIBLE_TO_CROWDING_Q_B, ACTION_CATEGORY_IMPOSED_LOADS_SHOPPING_AREAS_Q_D, ACTION_CATEGORY_IMPOSED_LOADS_STORAGE_AREAS_Q_E3, \ + ACTION_CATEGORY_IMPOSED_LOADS_TRAFFIC_AND_PARKING_AREAS_FOR_VEHICLES_25_KN_Q_F, ACTION_CATEGORY_IMPOSED_LOADS_TRAFFIC_AND_PARKING_AREAS_FOR_VEHICLES_25_KN_TO_160_KN_Q_G, ACTION_CATEGORY_IMPOSED_LOAD_QK, ACTION_CATEGORY_INDUSTRIALIZED_CONSTRUCTION_ELEMENTS_G_IN, \ + ACTION_CATEGORY_INDUSTRIALIZED_CONSTRUCTION_ELEMENTS_WITH_ADDITION_ON_SITE_G_IS, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_COTTON_MILLING_WORKSHOP_TABLE_D_0_1_4_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_GRAIN_PROCESSING_WORKSHOP_TABLE_D_0_1_6_Q_IB, \ + ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_1_2_4_6_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_3_5_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_MANUFACTURING_WORKSHOP_TABLE_D_0_1_2_ITEM_NO_7_Q_IB, \ + ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_METAL_WORKING_WORKSHOP_TABLE_D_0_1_1_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_PREPARATORY_WORKSHOP_FOR_TIRE_PLANT_TABLE_D_0_1_5_Q_IB, ACTION_CATEGORY_INDUSTRIAL_BUILDINGS_SEMICONDUCTOR_PRODUCTION_WORKSHOP_TABLE_D_0_1_3_Q_IB, \ + ACTION_CATEGORY_INFLUENCES_RESULTING_FROM_TEMPERATURE_CHANGES_SHRINKAGE_OR_CREEP_ETC_T, ACTION_CATEGORY_IN_SITU_CONCRETE_LOADING_ALLOWANCE_Q4_1, ACTION_CATEGORY_LATERAL_EARTH_PRESSURE_H, ACTION_CATEGORY_LIQUID_PRESSURE_FLP, \ + ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_HELICOPTER_ON_THE_ROOF_ACC_TO_5_3_2_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_MANNED_ROOF_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_ROOF_GARDEN_Q_LR, ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_ROOF_SPORTS_GROUND_Q_LR, \ + ACTION_CATEGORY_LIVE_LOADS_ON_ROOFS_UNMANNED_ROOF_Q_LR, ACTION_CATEGORY_LIVE_LOAD_DUE_TO_EARTHQUAKE_E, ACTION_CATEGORY_LIVE_LOAD_DUE_TO_WIND_W, ACTION_CATEGORY_LIVE_LOAD_L, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_6K_Q_C4, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_7K_Q_C3, \ + ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_8K_ELASTIC_Q_C2, ACTION_CATEGORY_LOADS_FROM_CRANES_GROUP_8K_RIGID_Q_C1, ACTION_CATEGORY_LOADS_FROM_CRANES_IN_GENERAL_Q_C1, ACTION_CATEGORY_LOADS_FROM_CRANES_OTHER_GROUPS_Q_C5, ACTION_CATEGORY_LOADS_FROM_VEHICLES_Q_V, \ + ACTION_CATEGORY_LOADS_PRODUCED_BY_FLOWING_WATER_Q6_1, ACTION_CATEGORY_LOAD_ARISING_FROM_EXTRAORDINARY_EVENT_AK, ACTION_CATEGORY_LOAD_DUE_TO_FLUIDS_WITH_WELL_DEFINED_PRESSURES_AND_MAXIMUM_HEIGHTS_F, ACTION_CATEGORY_LOAD_DUE_TO_LATERAL_EARTH_PRESSURE_GROUND_WATER_PRESSURE_H,\ + ACTION_CATEGORY_MAXIMUM_WIND_Q5_1, ACTION_CATEGORY_NONE_NONE, ACTION_CATEGORY_NOTIONAL_HORIZONTAL_FORCES_ACCORDING_TO_BS_5950_NK, ACTION_CATEGORY_NOTIONAL_LOAD_FOR_STRUCTURAL_INTEGRITY_N, ACTION_CATEGORY_OTHER_ACTIONS_QO, ACTION_CATEGORY_OTHER_CONSTRUCTION_LOADS_Q_CO, \ + ACTION_CATEGORY_OTHER_IMPOSED_PERMANENT_DEFORMATIONS_FOR_EXAMPLE_SETTLEMENT_G_OT, ACTION_CATEGORY_OTHER_LIVE_LOADS_QO, ACTION_CATEGORY_OTHER_LOADS_Q9, ACTION_CATEGORY_OTHER_TYPES_OF_VARIABLE_LOADS_Q_OT, ACTION_CATEGORY_PERMANENT_EARTH_PRESSURE_G_E, \ + ACTION_CATEGORY_PERMANENT_FROM_CRANES_G_CR, ACTION_CATEGORY_PERMANENT_G, ACTION_CATEGORY_PERMANENT_G1, ACTION_CATEGORY_PERMANENT_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_G_GF, ACTION_CATEGORY_PERMANENT_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_G_GU, \ + ACTION_CATEGORY_PERMANENT_IMPOSED_GQ, ACTION_CATEGORY_PERMANENT_IMPOSED_NON_STRUCTURAL_G2, ACTION_CATEGORY_PERMANENT_LOADS_FROM_FLUIDS_G_FL, ACTION_CATEGORY_PERMANENT_NON_STRUCTURAL_G2, ACTION_CATEGORY_PERMANENT_SELF_WEIGHT_SELF_WEIGHT_OF_SOIL_G, \ + ACTION_CATEGORY_PERMANENT_SMALL_FLUCTUATIONS_G_ASTERISK, ACTION_CATEGORY_PERMANENT_SOIL_GS, ACTION_CATEGORY_PERMANENT_WATER_PRESSURE_G_W, ACTION_CATEGORY_PLACEMENT_LOADS_QP, ACTION_CATEGORY_PREMISES_OF_BUILDINGS_UNIFORM_LOADS_2_KN_M2_AND_MORE_Q_U2, \ + ACTION_CATEGORY_PREMISES_OF_BUILDINGS_UNIFORM_LOADS_LESS_THAN_2_KN_M2_Q_U1, ACTION_CATEGORY_PRESTRESSING_Q8_3, ACTION_CATEGORY_PRESTRESS_P, ACTION_CATEGORY_RAINWATER_PONDING_FPND, ACTION_CATEGORY_RAIN_LOAD_QR, ACTION_CATEGORY_RAIN_LOAD_R, ACTION_CATEGORY_ROOF_LIVE_LOAD_LR, \ + ACTION_CATEGORY_SEISMIC_ACTIONS_AE, ACTION_CATEGORY_SEISMIC_AE, ACTION_CATEGORY_SEISMIC_EFFECTS_Q7, ACTION_CATEGORY_SELF_STRAINING_FORCE_T, ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_1600_KG_M3_AND_LESS_ON_BUILDING_SITE_G_C3, ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_1600_KG_M3_AND_LESS_PREFABRICATED_G_C2, \ + ACTION_CATEGORY_SELF_WEIGHT_CONCRETE_MORE_THAN_1600_KG_M3_STONE_TIMBER_G_C1, ACTION_CATEGORY_SELF_WEIGHT_G, ACTION_CATEGORY_SELF_WEIGHT_OF_METAL_STRUCTURES_G_ME, ACTION_CATEGORY_SELF_WEIGHT_OF_PREFABRICATED_STRUCTURES_G_PR, ACTION_CATEGORY_SELF_WEIGHT_OF_STRUCTURES_BUILT_ON_SITE_G_SI, \ + ACTION_CATEGORY_SELF_WEIGHT_Q1_1, ACTION_CATEGORY_SELF_WEIGHT_SOIL_MODIFIED_G_SM, ACTION_CATEGORY_SELF_WEIGHT_SOIL_NATURAL_G_SN, ACTION_CATEGORY_SELF_WEIGHT_STEEL_CONSTRUCTIONS_G_S1, ACTION_CATEGORY_SELF_WEIGHT_STEEL_CONSTRUCTIONS_OVER_50_OF_TOTAL_LOAD_G_S2, \ + ACTION_CATEGORY_SERVICEABILITY_EARTHQUAKE_ACTION_ES, ACTION_CATEGORY_SERVICEABILITY_WIND_ACTION_WS, ACTION_CATEGORY_SETTLEMENTS_OF_SUPPORTS_SHRINKAGE_SETT, ACTION_CATEGORY_SETTLEMENT_Q8_2, ACTION_CATEGORY_SNOW_ACTION_FSN, ACTION_CATEGORY_SNOW_AND_ICE_Q2_4, \ + ACTION_CATEGORY_SNOW_ICE_AND_RAIN_S, ACTION_CATEGORY_SNOW_ICE_LOADS_1_LESS_OR_EQUAL_TO_SK_LESSER_THAN_2_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_2_LESS_OR_EQUAL_TO_SK_LESSER_THAN_3_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_FINLAND_ICELAND_QS, \ + ACTION_CATEGORY_SNOW_ICE_LOADS_H_GREATER_THAN_1000_M_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_H_LESS_OR_EQUAL_TO_1000_M_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_OUTDOOR_TERRACES_AND_BALCONIES_SK_GREATER_THAN_2_75_KN_M2_QS, \ + ACTION_CATEGORY_SNOW_ICE_LOADS_OUTDOOR_TERRACES_AND_BALCONIES_SK_LESS_OR_EQUAL_TO_2_75_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_SK_GREATER_OR_EQUAL_TO_3_KN_M2_QS, ACTION_CATEGORY_SNOW_ICE_LOADS_SK_GREATER_THAN_2_75_KN_M2_QS, \ + ACTION_CATEGORY_SNOW_ICE_LOADS_SK_LESS_OR_EQUAL_TO_2_75_KN_M2_QS, ACTION_CATEGORY_SNOW_LOADINGS_Q_S, ACTION_CATEGORY_SNOW_LOAD_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_III_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_II_S, ACTION_CATEGORY_SNOW_LOAD_ZONE_I_S, \ + ACTION_CATEGORY_SNOW_REGION_SAINT_PIERRE_AND_MIQUELON_QS, ACTION_CATEGORY_SOIL_Q1_2, ACTION_CATEGORY_SPECIAL_LOADINGS_PS, ACTION_CATEGORY_STORAGE_AREAS_Q2_2, ACTION_CATEGORY_SUPPORTED_CONSTRUCTION_Q2_1, ACTION_CATEGORY_TEMPERATURE_CLIMATIC_INFLUENCES_Q_T, \ + ACTION_CATEGORY_TEMPERATURE_NON_FIRE_QT, ACTION_CATEGORY_TEMPERATURE_Q8_1, ACTION_CATEGORY_TEMPERATURE_SHRINKAGE_CREEP_ETC_T, ACTION_CATEGORY_THERMAL_ACTIONS_ARISING_FROM_THE_FIRE_T, ACTION_CATEGORY_THERMAL_ACTIONS_QT, ACTION_CATEGORY_THERMAL_ACTION_ACCORDING_TO_9_1_3_T, \ + ACTION_CATEGORY_ULTIMATE_EARTHQUAKE_ACTION_EU, ACTION_CATEGORY_ULTIMATE_WIND_ACTION_WU, ACTION_CATEGORY_UNEVEN_SETTLEMENTS_G_US, ACTION_CATEGORY_UNIT_LOADS_QU, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_GROUNDWATER_GEF1, \ + ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_GROUND_WATER_FLUIDS_GEF2, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_FACTORED_OTHER_ACTIONS_GEF3, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_GROUNDWATER_GEU1, \ + ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_GROUND_WATER_FLUIDS_GEU2, ACTION_CATEGORY_VARIABLE_GEOTECHNICAL_ACTIONS_SOIL_PARAMETERS_UN_FACTORED_OTHER_ACTIONS_GEU3, ACTION_CATEGORY_VARIABLE_LOADS_FROM_FLUIDS_Q_FL, \ + ACTION_CATEGORY_VARIABLE_PERSISTENT_HORIZONTAL_IMPOSED_ACTIONS_Q3, ACTION_CATEGORY_VARIABLE_Q, ACTION_CATEGORY_VERTICAL_EARTHQUAKE_ACTION_EV, ACTION_CATEGORY_WEIGHT_OF_ICE_DI, ACTION_CATEGORY_WIND_LOADINGS_Q_W, ACTION_CATEGORY_WIND_LOADS_FWK_EXECUTION_QWE, \ + ACTION_CATEGORY_WIND_LOADS_FWK_PERSISTENT_DESIGN_SITUATIONS_QWP, ACTION_CATEGORY_WIND_LOADS_FW_QW, ACTION_CATEGORY_WIND_LOAD_ACCORDING_TO_8_1_4_W, ACTION_CATEGORY_WIND_LOAD_W, ACTION_CATEGORY_WIND_LOAD_WK, ACTION_CATEGORY_WIND_LOAD_WL, ACTION_CATEGORY_WIND_ON_ICE_DETERMINED_IN_ACCORDANCE_WITH_SECTION_10_WI, \ + ACTION_CATEGORY_WIND_QW, ACTION_CATEGORY_WORKING_WIND_Q5_2 = range(278) class DesignSituationType(Enum): @@ -1936,66 +1907,65 @@ class DesignSituationType(Enum): Design Situation Type ''' DESIGN_SITUATION_TYPE_ACCIDENTAL_SANS, DESIGN_SITUATION_TYPE_APPENDIX_C, DESIGN_SITUATION_TYPE_APPENDIX_C_08, DESIGN_SITUATION_TYPE_APPENDIX_C_1, DESIGN_SITUATION_TYPE_APPENDIX_C_1_08, DESIGN_SITUATION_TYPE_ACCIDENTAL, DESIGN_SITUATION_TYPE_APPENDIX_C_2, DESIGN_SITUATION_TYPE_APPENDIX_C_2_08, \ - DESIGN_SITUATION_TYPE_APPENDIX_C_3, DESIGN_SITUATION_TYPE_APPENDIX_C_3_08, DESIGN_SITUATION_TYPE_APPENDIX_C_4, DESIGN_SITUATION_TYPE_APPENDIX_C_4_08, DESIGN_SITUATION_TYPE_APPENDIX_C_5, DESIGN_SITUATION_TYPE_APPENDIX_C_5_08, DESIGN_SITUATION_TYPE_APPENDIX_C_6, DESIGN_SITUATION_TYPE_APPENDIX_C_6_08, \ - DESIGN_SITUATION_TYPE_A_ACCIDENTAL, DESIGN_SITUATION_TYPE_CHAPTER_5, DESIGN_SITUATION_TYPE_CHAPTER_5_A, DESIGN_SITUATION_TYPE_CHAPTER_5_B, DESIGN_SITUATION_TYPE_CHAPTER_5_C, DESIGN_SITUATION_TYPE_CHAPTER_5_D, DESIGN_SITUATION_TYPE_CHAPTER_5_E, DESIGN_SITUATION_TYPE_CHAPTER_5_F, DESIGN_SITUATION_TYPE_CHAPTER_5_G, \ - DESIGN_SITUATION_TYPE_CHAPTER_5_P, DESIGN_SITUATION_TYPE_CHAPTER_5_P_A, DESIGN_SITUATION_TYPE_CHAPTER_5_P_B, DESIGN_SITUATION_TYPE_CHAPTER_5_P_C, DESIGN_SITUATION_TYPE_CHAPTER_5_P_D, DESIGN_SITUATION_TYPE_CHAPTER_5_P_E, DESIGN_SITUATION_TYPE_CHAPTER_5_P_F, DESIGN_SITUATION_TYPE_CHAPTER_5_P_G, \ - DESIGN_SITUATION_TYPE_CHAPTER_9, DESIGN_SITUATION_TYPE_CHAPTER_9_08, DESIGN_SITUATION_TYPE_CHAPTER_9_1, DESIGN_SITUATION_TYPE_CHAPTER_9_1_08, DESIGN_SITUATION_TYPE_CHAPTER_9_2, DESIGN_SITUATION_TYPE_CHAPTER_9_2_08, DESIGN_SITUATION_TYPE_CHAPTER_9_3, DESIGN_SITUATION_TYPE_CHAPTER_9_3_08, \ - DESIGN_SITUATION_TYPE_CHAPTER_9_4, DESIGN_SITUATION_TYPE_CHAPTER_9_4_08, DESIGN_SITUATION_TYPE_CHAPTER_9_5, DESIGN_SITUATION_TYPE_CHAPTER_9_5_08, DESIGN_SITUATION_TYPE_CHAPTER_9_6, DESIGN_SITUATION_TYPE_CHAPTER_9_6_08, DESIGN_SITUATION_TYPE_CHAPTER_9_7, DESIGN_SITUATION_TYPE_CHAPTER_9_7_08, \ - DESIGN_SITUATION_TYPE_CLAUSE_7_2_2, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_A, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_B, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_C, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_ASD, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_ASD_OVERSTRENGTH, \ - DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_LRFD, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_LRFD_OVERSTRENGTH, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_CSA_S16, DESIGN_SITUATION_TYPE_EFFECTIVE_SEISMIC_WEIGHT, DESIGN_SITUATION_TYPE_EQUILIBRIUM_ACCIDENTAL, \ - DESIGN_SITUATION_TYPE_EQUILIBRIUM_FUNDAMENTAL, DESIGN_SITUATION_TYPE_EQUILIBRIUM_SEISMIC, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_FIRE, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_SNOW_PSI_1_1, \ - DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_SNOW_PSI_2_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_TWO_STARS, DESIGN_SITUATION_TYPE_EQU_EXCEPTIONAL_SNOW, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_1, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_2, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_3, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_4, \ - DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_EQU_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_EQU_PERMANENT_TRANSIENT_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_EQU_SEISMIC, DESIGN_SITUATION_TYPE_E_SEISMIC, DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_ACCIDENTAL, \ - DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_FUNDAMENTAL, DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_SEISMIC, DESIGN_SITUATION_TYPE_FATIGUE, DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_AISC360, DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_NDS, DESIGN_SITUATION_TYPE_FUNDAMENTAL_PERMANENT, \ - DESIGN_SITUATION_TYPE_FUNDAMENTAL_VARIABLE, DESIGN_SITUATION_TYPE_GEO_1_1_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_1_1_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_1_1_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_1_1_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, \ - DESIGN_SITUATION_TYPE_GEO_1_1_SEISMIC, DESIGN_SITUATION_TYPE_GEO_1_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_1_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_1_2_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_1_2_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, \ - DESIGN_SITUATION_TYPE_GEO_1_2_SEISMIC, DESIGN_SITUATION_TYPE_GEO_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_2_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_2_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, DESIGN_SITUATION_TYPE_GEO_2_SEISMIC, \ - DESIGN_SITUATION_TYPE_GEO_3_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_3_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_3_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_3_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, DESIGN_SITUATION_TYPE_GEO_3_SEISMIC, DESIGN_SITUATION_TYPE_GEO_ACCIDENTAL_PSI_1_1, \ - DESIGN_SITUATION_TYPE_GEO_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_GEO_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_GEO_PERMANENT_TRANSIENT, DESIGN_SITUATION_TYPE_GEO_SEISMIC, DESIGN_SITUATION_TYPE_HYD_ACCIDENTAL_PSI_1_1, \ - DESIGN_SITUATION_TYPE_HYD_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_HYD_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_HYD_SEISMIC, DESIGN_SITUATION_TYPE_IRREVERSIBLE_SANS, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_FIRE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY, \ - DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_1, \ - DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_LIVE_LOAD, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_PERMANENT_LOAD, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_TOTAL_LOAD, \ - DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_4, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_5, \ - DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_6, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_4, \ - DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_5, DESIGN_SITUATION_TYPE_REVERSIBLE_SANS, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_D_L, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_KCR_D_L, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_L, \ - DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_L_OR_LR, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_S_W, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_1, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_2, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_3, \ - DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_4, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_5, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_6, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_7, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_10, \ - DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_11, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_12, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_13, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_14, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_15, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_16, \ - DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_8, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_9, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_17, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_18, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_19, \ - DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_20, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_21, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_22, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_1, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_2, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_3, \ - DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_4, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_1, \ - DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_3, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_4, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_6, \ - DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_6, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_6_OVERSTRENGTH, \ - DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_1, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_2, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_3, \ - DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_4, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_6, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_6_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10, \ - DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_1, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_3, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_4, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6A, \ - DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6B, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6B_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_7, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_8_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16, \ - DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_10, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_10_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_6, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_8_OVERSTRENGTH, \ - DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_9, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_9_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10, DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10_1, \ - DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16_1, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16_2, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_1, \ - DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_2, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_3, DESIGN_SITUATION_TYPE_SEIO_SEISMIC_DESIGN_OVERSTRENGTH_LRFD, DESIGN_SITUATION_TYPE_SEISMIC_MASS, DESIGN_SITUATION_TYPE_SEISMIC_MASS_NTC, DESIGN_SITUATION_TYPE_SEISMIC_WEIGHT_IS, DESIGN_SITUATION_TYPE_SEI_SEISMIC_DESIGN_LRFD, \ - DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_1, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_2, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_3, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_VIBRATION, \ - DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_1, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_2, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_3, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_4, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_ADM, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_AISC360, \ - DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_LONG_TERM_EFFECT, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SHORT_TERM_EFFECT, DESIGN_SITUATION_TYPE_SER_SERVICEABILITY_DESIGN, DESIGN_SITUATION_TYPE_SLS_ALL_VARIABLE_ACTIONS_STORAGE, \ - DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_1, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_2, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_COMFORT, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_GB_50011, \ - DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_INTEGRITY, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_NTC, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_QUASI_PERMANENT, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_WITH_DIRECT_LOAD, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_WITH_IMPOSED_DEFORMATION, DESIGN_SITUATION_TYPE_SLS_CSA_A23_3, \ - DESIGN_SITUATION_TYPE_SLS_EARTHQUAKE, DESIGN_SITUATION_TYPE_SLS_FREQUENT, DESIGN_SITUATION_TYPE_SLS_FREQUENT_FUNCTIONALITY_COMFORT, DESIGN_SITUATION_TYPE_SLS_FREQUENT_NTC, DESIGN_SITUATION_TYPE_SLS_G_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_L_Q_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_S_Q_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_S_Q_OR_W_S_NZS, \ - DESIGN_SITUATION_TYPE_SLS_NON_FREQUENT, DESIGN_SITUATION_TYPE_SLS_ONE_VARIABLE_ACTION_STORAGE, DESIGN_SITUATION_TYPE_SLS_PERMANENT_AND_VARIABLE_GB50, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_1, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_2, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_NTC, \ - DESIGN_SITUATION_TYPE_SLS_RARE, DESIGN_SITUATION_TYPE_SLS_SCAFFOLDING, DESIGN_SITUATION_TYPE_SLS_SERVICEABILITY_NZS, DESIGN_SITUATION_TYPE_SLS_SNIP, DESIGN_SITUATION_TYPE_SLS_SP63_13330, DESIGN_SITUATION_TYPE_SLS_SP63_13330_LONG_TERM_EFFECT, DESIGN_SITUATION_TYPE_SLS_SP63_13330_SHORT_TERM_EFFECT, DESIGN_SITUATION_TYPE_SLS_VARIABLE_GB50, \ - DESIGN_SITUATION_TYPE_SLS_VIBRATION, DESIGN_SITUATION_TYPE_SLS_W_S_NZS, DESIGN_SITUATION_TYPE_SLS_W_S_OR_E_S_NZS, DESIGN_SITUATION_TYPE_STABILITY_II_NZS, DESIGN_SITUATION_TYPE_STABILITY_IV_NZS, DESIGN_SITUATION_TYPE_STABILITY_I_NZS, DESIGN_SITUATION_TYPE_STABILITY_VI_NZS, DESIGN_SITUATION_TYPE_STABILITY_V_NZS, \ - DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_1, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_2, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_3, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_4, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_LIMIT_STATES, DESIGN_SITUATION_TYPE_STRENGTH_A_NZS, \ - DESIGN_SITUATION_TYPE_STRENGTH_B_NZS, DESIGN_SITUATION_TYPE_STRENGTH_C_NZS, DESIGN_SITUATION_TYPE_STRENGTH_D_NZS, DESIGN_SITUATION_TYPE_STRENGTH_E_NZS, DESIGN_SITUATION_TYPE_STRENGTH_F_NZS, DESIGN_SITUATION_TYPE_STRENGTH_G_NZS, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_ADM_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_ADM_LRFD, \ - DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_AISC360_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_AISC360_LRFD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_LRFD, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_FIRE, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_ONE_STAR, \ - DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_SNOW_PSI_1_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_SNOW_PSI_2_1, DESIGN_SITUATION_TYPE_STR_EXCEPTIONAL_SNOW, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10, \ - DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10AMOD_6_10B, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10A_6_10B, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_1, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_2, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_3, \ - DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_STR_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_STR_PERMANENT_TRANSIENT_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_STR_P_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_STR_SEISMIC, DESIGN_SITUATION_TYPE_STR_STRENGTH_DESIGN_LRFD, \ - DESIGN_SITUATION_TYPE_TYPE_1_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_TYPE_1_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_1_FUNDAMENTAL, DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_2_FUNDAMENTAL, DESIGN_SITUATION_TYPE_TYPE_3_ACCIDENTAL_PSI_1_1, \ - DESIGN_SITUATION_TYPE_TYPE_3_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_3_FUNDAMENTAL, DESIGN_SITUATION_TYPE_ULS_ACCIDENTAL_GB_50068, DESIGN_SITUATION_TYPE_ULS_ACCIDENTAL_STORAGE, DESIGN_SITUATION_TYPE_ULS_ALL_VARIABLE_ACTIONS_STORAGE, DESIGN_SITUATION_TYPE_ULS_CSA_A23_3, DESIGN_SITUATION_TYPE_ULS_EXCEPTIONAL, \ - DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_EARTHQUAKE_GB_50011, DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_GB_50068, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_1, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_2, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_3, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_4, DESIGN_SITUATION_TYPE_ULS_NORMAL, \ - DESIGN_SITUATION_TYPE_ULS_ONE_VARIABLE_ACTION_STORAGE, DESIGN_SITUATION_TYPE_ULS_SNIP_BASIC, DESIGN_SITUATION_TYPE_ULS_SNIP_SPECIAL, DESIGN_SITUATION_TYPE_ULS_SP63_13330, DESIGN_SITUATION_TYPE_ULS_SPECIAL, DESIGN_SITUATION_TYPE_ULS_STABILITY_AS_NZS, DESIGN_SITUATION_TYPE_ULS_STRENGTH_AS_NZS, DESIGN_SITUATION_TYPE_ULS_STRENGTH_FIRE_NZS, \ - DESIGN_SITUATION_TYPE_ULS_STR_GEO_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_1, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_2, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_3, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_4, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_5, \ - DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_UPL_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_UPL_SEISMIC = range( - 387) + DESIGN_SITUATION_TYPE_APPENDIX_C_3, DESIGN_SITUATION_TYPE_APPENDIX_C_3_08, DESIGN_SITUATION_TYPE_APPENDIX_C_4, DESIGN_SITUATION_TYPE_APPENDIX_C_4_08, DESIGN_SITUATION_TYPE_APPENDIX_C_5, DESIGN_SITUATION_TYPE_APPENDIX_C_5_08, DESIGN_SITUATION_TYPE_APPENDIX_C_6, DESIGN_SITUATION_TYPE_APPENDIX_C_6_08, \ + DESIGN_SITUATION_TYPE_A_ACCIDENTAL, DESIGN_SITUATION_TYPE_CHAPTER_5, DESIGN_SITUATION_TYPE_CHAPTER_5_A, DESIGN_SITUATION_TYPE_CHAPTER_5_B, DESIGN_SITUATION_TYPE_CHAPTER_5_C, DESIGN_SITUATION_TYPE_CHAPTER_5_D, DESIGN_SITUATION_TYPE_CHAPTER_5_E, DESIGN_SITUATION_TYPE_CHAPTER_5_F, DESIGN_SITUATION_TYPE_CHAPTER_5_G, \ + DESIGN_SITUATION_TYPE_CHAPTER_5_P, DESIGN_SITUATION_TYPE_CHAPTER_5_P_A, DESIGN_SITUATION_TYPE_CHAPTER_5_P_B, DESIGN_SITUATION_TYPE_CHAPTER_5_P_C, DESIGN_SITUATION_TYPE_CHAPTER_5_P_D, DESIGN_SITUATION_TYPE_CHAPTER_5_P_E, DESIGN_SITUATION_TYPE_CHAPTER_5_P_F, DESIGN_SITUATION_TYPE_CHAPTER_5_P_G, \ + DESIGN_SITUATION_TYPE_CHAPTER_9, DESIGN_SITUATION_TYPE_CHAPTER_9_08, DESIGN_SITUATION_TYPE_CHAPTER_9_1, DESIGN_SITUATION_TYPE_CHAPTER_9_1_08, DESIGN_SITUATION_TYPE_CHAPTER_9_2, DESIGN_SITUATION_TYPE_CHAPTER_9_2_08, DESIGN_SITUATION_TYPE_CHAPTER_9_3, DESIGN_SITUATION_TYPE_CHAPTER_9_3_08, \ + DESIGN_SITUATION_TYPE_CHAPTER_9_4, DESIGN_SITUATION_TYPE_CHAPTER_9_4_08, DESIGN_SITUATION_TYPE_CHAPTER_9_5, DESIGN_SITUATION_TYPE_CHAPTER_9_5_08, DESIGN_SITUATION_TYPE_CHAPTER_9_6, DESIGN_SITUATION_TYPE_CHAPTER_9_6_08, DESIGN_SITUATION_TYPE_CHAPTER_9_7, DESIGN_SITUATION_TYPE_CHAPTER_9_7_08, \ + DESIGN_SITUATION_TYPE_CLAUSE_7_2_2, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_A, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_B, DESIGN_SITUATION_TYPE_CLAUSE_7_2_6_C, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_ASD, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_ASD_OVERSTRENGTH, \ + DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_LRFD, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_AISC341_LRFD_OVERSTRENGTH, DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_CSA_S16, DESIGN_SITUATION_TYPE_EFFECTIVE_SEISMIC_WEIGHT, DESIGN_SITUATION_TYPE_EQUILIBRIUM_ACCIDENTAL, \ + DESIGN_SITUATION_TYPE_EQUILIBRIUM_FUNDAMENTAL, DESIGN_SITUATION_TYPE_EQUILIBRIUM_SEISMIC, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_FIRE, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_SNOW_PSI_1_1, \ + DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_SNOW_PSI_2_1, DESIGN_SITUATION_TYPE_EQU_ACCIDENTAL_TWO_STARS, DESIGN_SITUATION_TYPE_EQU_EXCEPTIONAL_SNOW, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_1, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_2, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_3, DESIGN_SITUATION_TYPE_EQU_LOAD_CASE_4, \ + DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_EQU_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_EQU_PERMANENT_TRANSIENT_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_EQU_SEISMIC, DESIGN_SITUATION_TYPE_E_SEISMIC, DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_ACCIDENTAL, \ + DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_FUNDAMENTAL, DESIGN_SITUATION_TYPE_FAILURE_OF_STRUCTURE_SEISMIC, DESIGN_SITUATION_TYPE_FATIGUE, DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_AISC360, DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_NDS, DESIGN_SITUATION_TYPE_FUNDAMENTAL_PERMANENT, \ + DESIGN_SITUATION_TYPE_FUNDAMENTAL_VARIABLE, DESIGN_SITUATION_TYPE_GEO_1_1_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_1_1_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_1_1_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_1_1_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, \ + DESIGN_SITUATION_TYPE_GEO_1_1_SEISMIC, DESIGN_SITUATION_TYPE_GEO_1_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_1_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_1_2_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_1_2_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, \ + DESIGN_SITUATION_TYPE_GEO_1_2_SEISMIC, DESIGN_SITUATION_TYPE_GEO_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_2_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_2_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, DESIGN_SITUATION_TYPE_GEO_2_SEISMIC, \ + DESIGN_SITUATION_TYPE_GEO_3_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_GEO_3_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_3_PERMANENT_AND_TRANSIENT_6_10, DESIGN_SITUATION_TYPE_GEO_3_PERMANENT_AND_TRANSIENT_6_10A_AND_6_10B, DESIGN_SITUATION_TYPE_GEO_3_SEISMIC, DESIGN_SITUATION_TYPE_GEO_ACCIDENTAL_PSI_1_1, \ + DESIGN_SITUATION_TYPE_GEO_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_GEO_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_GEO_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_GEO_PERMANENT_TRANSIENT, DESIGN_SITUATION_TYPE_GEO_SEISMIC, DESIGN_SITUATION_TYPE_HYD_ACCIDENTAL_PSI_1_1, \ + DESIGN_SITUATION_TYPE_HYD_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_HYD_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_HYD_SEISMIC, DESIGN_SITUATION_TYPE_IRREVERSIBLE_SANS, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_FIRE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY, \ + DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_1, \ + DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_LIVE_LOAD, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_PERMANENT_LOAD, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_TOTAL_LOAD, \ + DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_4, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_5, \ + DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_6, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_1, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_2, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_3, DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_4, \ + DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_STRENGTH_CASE_5, DESIGN_SITUATION_TYPE_REVERSIBLE_SANS, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_D_L, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_KCR_D_L, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_L, \ + DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_L_OR_LR, DESIGN_SITUATION_TYPE_SECTION_1604_3_SERVICEABILITY_S_W, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_1, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_2, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_3, \ + DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_4, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_5, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_6, DESIGN_SITUATION_TYPE_SECTION_1605_2_LRFD_16_7, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_10, \ + DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_11, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_12, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_13, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_14, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_15, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_16, \ + DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_8, DESIGN_SITUATION_TYPE_SECTION_1605_3_1_ASD_16_9, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_17, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_18, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_19, \ + DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_20, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_21, DESIGN_SITUATION_TYPE_SECTION_1605_3_2_ASD_16_22, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_1, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_2, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_3, \ + DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_4, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_1, \ + DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_3, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_4, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_6, \ + DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_10_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_5, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_6, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_6_OVERSTRENGTH, \ + DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_7, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_16_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_1, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_2, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_3, \ + DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_4, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_6, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_6_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10, \ + DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_1, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_3, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_4, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_5_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6A, \ + DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6B, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_6B_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_7, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_10_8_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16, \ + DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_10, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_10_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_5, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_6, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_8_OVERSTRENGTH, \ + DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_9, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_16_9_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8, DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_OVERSTRENGTH, DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10, DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10_1, \ + DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_7_10_2, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16_1, DESIGN_SITUATION_TYPE_SECTION_2_6_1_STR_INT_7_16_2, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_1, \ + DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_2, DESIGN_SITUATION_TYPE_SECTION_2_6_2_STR_INT_7_16_3, DESIGN_SITUATION_TYPE_SEIO_SEISMIC_DESIGN_OVERSTRENGTH_LRFD, DESIGN_SITUATION_TYPE_SEISMIC_MASS, DESIGN_SITUATION_TYPE_SEISMIC_MASS_NTC, DESIGN_SITUATION_TYPE_SEISMIC_WEIGHT_IS, DESIGN_SITUATION_TYPE_SEI_SEISMIC_DESIGN_LRFD, \ + DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_1, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_2, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_3, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATES_VIBRATION, \ + DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_1, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_2, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_3, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_4, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_ADM, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_AISC360, \ + DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_LONG_TERM_EFFECT, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS, DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SHORT_TERM_EFFECT, DESIGN_SITUATION_TYPE_SER_SERVICEABILITY_DESIGN, DESIGN_SITUATION_TYPE_SLS_ALL_VARIABLE_ACTIONS_STORAGE, \ + DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_1, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_2, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_COMFORT, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_GB_50011, \ + DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_INTEGRITY, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_NTC, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_QUASI_PERMANENT, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_WITH_DIRECT_LOAD, DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_WITH_IMPOSED_DEFORMATION, DESIGN_SITUATION_TYPE_SLS_CSA_A23_3, \ + DESIGN_SITUATION_TYPE_SLS_EARTHQUAKE, DESIGN_SITUATION_TYPE_SLS_FREQUENT, DESIGN_SITUATION_TYPE_SLS_FREQUENT_FUNCTIONALITY_COMFORT, DESIGN_SITUATION_TYPE_SLS_FREQUENT_NTC, DESIGN_SITUATION_TYPE_SLS_G_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_L_Q_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_S_Q_NZS, DESIGN_SITUATION_TYPE_SLS_G_PSI_S_Q_OR_W_S_NZS, \ + DESIGN_SITUATION_TYPE_SLS_NON_FREQUENT, DESIGN_SITUATION_TYPE_SLS_ONE_VARIABLE_ACTION_STORAGE, DESIGN_SITUATION_TYPE_SLS_PERMANENT_AND_VARIABLE_GB50, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_1, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_2, DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_NTC, \ + DESIGN_SITUATION_TYPE_SLS_RARE, DESIGN_SITUATION_TYPE_SLS_SCAFFOLDING, DESIGN_SITUATION_TYPE_SLS_SERVICEABILITY_NZS, DESIGN_SITUATION_TYPE_SLS_SNIP, DESIGN_SITUATION_TYPE_SLS_SP63_13330, DESIGN_SITUATION_TYPE_SLS_SP63_13330_LONG_TERM_EFFECT, DESIGN_SITUATION_TYPE_SLS_SP63_13330_SHORT_TERM_EFFECT, DESIGN_SITUATION_TYPE_SLS_VARIABLE_GB50, \ + DESIGN_SITUATION_TYPE_SLS_VIBRATION, DESIGN_SITUATION_TYPE_SLS_W_S_NZS, DESIGN_SITUATION_TYPE_SLS_W_S_OR_E_S_NZS, DESIGN_SITUATION_TYPE_STABILITY_II_NZS, DESIGN_SITUATION_TYPE_STABILITY_IV_NZS, DESIGN_SITUATION_TYPE_STABILITY_I_NZS, DESIGN_SITUATION_TYPE_STABILITY_VI_NZS, DESIGN_SITUATION_TYPE_STABILITY_V_NZS, \ + DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_1, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_2, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_3, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_4, DESIGN_SITUATION_TYPE_STRENGTH_AND_STABILITY_LIMIT_STATES, DESIGN_SITUATION_TYPE_STRENGTH_A_NZS, \ + DESIGN_SITUATION_TYPE_STRENGTH_B_NZS, DESIGN_SITUATION_TYPE_STRENGTH_C_NZS, DESIGN_SITUATION_TYPE_STRENGTH_D_NZS, DESIGN_SITUATION_TYPE_STRENGTH_E_NZS, DESIGN_SITUATION_TYPE_STRENGTH_F_NZS, DESIGN_SITUATION_TYPE_STRENGTH_G_NZS, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_ADM_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_ADM_LRFD, \ + DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_AISC360_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_AISC360_LRFD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_ASD, DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_LRFD, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_FIRE, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_ONE_STAR, \ + DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_SNOW_PSI_1_1, DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_SNOW_PSI_2_1, DESIGN_SITUATION_TYPE_STR_EXCEPTIONAL_SNOW, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10, \ + DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10AMOD_6_10B, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10A_6_10B, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_1, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_2, DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_6_10_G_3, \ + DESIGN_SITUATION_TYPE_STR_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_STR_PERMANENT_FUNDAMENTAL, DESIGN_SITUATION_TYPE_STR_PERMANENT_TRANSIENT_BEARINGS_EXCHANGE, DESIGN_SITUATION_TYPE_STR_P_PERMANENT_AND_TRANSIENT_SANS, DESIGN_SITUATION_TYPE_STR_SEISMIC, DESIGN_SITUATION_TYPE_STR_STRENGTH_DESIGN_LRFD, \ + DESIGN_SITUATION_TYPE_TYPE_1_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_TYPE_1_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_1_FUNDAMENTAL, DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_2_FUNDAMENTAL, DESIGN_SITUATION_TYPE_TYPE_3_ACCIDENTAL_PSI_1_1, \ + DESIGN_SITUATION_TYPE_TYPE_3_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_TYPE_3_FUNDAMENTAL, DESIGN_SITUATION_TYPE_ULS_ACCIDENTAL_GB_50068, DESIGN_SITUATION_TYPE_ULS_ACCIDENTAL_STORAGE, DESIGN_SITUATION_TYPE_ULS_ALL_VARIABLE_ACTIONS_STORAGE, DESIGN_SITUATION_TYPE_ULS_CSA_A23_3, DESIGN_SITUATION_TYPE_ULS_EXCEPTIONAL, \ + DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_EARTHQUAKE_GB_50011, DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_GB_50068, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_1, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_2, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_3, DESIGN_SITUATION_TYPE_ULS_LOAD_CASE_4, DESIGN_SITUATION_TYPE_ULS_NORMAL, \ + DESIGN_SITUATION_TYPE_ULS_ONE_VARIABLE_ACTION_STORAGE, DESIGN_SITUATION_TYPE_ULS_SNIP_BASIC, DESIGN_SITUATION_TYPE_ULS_SNIP_SPECIAL, DESIGN_SITUATION_TYPE_ULS_SP63_13330, DESIGN_SITUATION_TYPE_ULS_SPECIAL, DESIGN_SITUATION_TYPE_ULS_STABILITY_AS_NZS, DESIGN_SITUATION_TYPE_ULS_STRENGTH_AS_NZS, DESIGN_SITUATION_TYPE_ULS_STRENGTH_FIRE_NZS, \ + DESIGN_SITUATION_TYPE_ULS_STR_GEO_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_1, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_2, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_3, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_4, DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_5, \ + DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_1_1, DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_2_1, DESIGN_SITUATION_TYPE_UPL_PERMANENT_AND_TRANSIENT, DESIGN_SITUATION_TYPE_UPL_SEISMIC = range(387) class MemberEccentricityHorizontalSectionAlignment(Enum): ''' diff --git a/RFEM/initModel.py b/RFEM/initModel.py index cfbb160c..f0d6e26a 100644 --- a/RFEM/initModel.py +++ b/RFEM/initModel.py @@ -146,7 +146,7 @@ def closeModel(index_or_name, save_changes = False): if modelLs.name[i] == index_or_name: client.service.close_model(i, save_changes) else: - assert True, 'Parameter index_or_name must be int or string.' + assert False, 'Parameter index_or_name must be int or string.' def insertSpaces(lst: list): ''' diff --git a/UnitTests/test_Export.py b/UnitTests/test_Export.py index 2733077a..d7b6eebe 100644 --- a/UnitTests/test_Export.py +++ b/UnitTests/test_Export.py @@ -48,9 +48,10 @@ def test_export(): # supported formats formats = ['.xml','.xlsx', '.gltf', '.glb'] # export to .vtk doesn't work for i in formats: - ExportTo(os.path.join(dirname, 'export'+i)) - assert True, f'Export to {i} does not work!' - + try: + ExportTo(os.path.join(dirname, 'export'+i)) + except RuntimeError: + print(f'Export to {i} does not work!') Model.clientModel.service.finish_modification() diff --git a/UnitTests/test_MemberSetLoad_test.py b/UnitTests/test_MemberSetLoad_test.py index 49bef1cc..3853f0d8 100644 --- a/UnitTests/test_MemberSetLoad_test.py +++ b/UnitTests/test_MemberSetLoad_test.py @@ -14,7 +14,7 @@ from RFEM.BasicObjects.node import Node from RFEM.BasicObjects.section import Section from RFEM.BasicObjects.material import Material -from RFEM.initModel import Model, Calculate_all +from RFEM.initModel import Model from RFEM.enums import * if Model.clientModel is None: diff --git a/UnitTests/test_imperfectionCase.py b/UnitTests/test_imperfectionCase.py index 52481d19..06963176 100644 --- a/UnitTests/test_imperfectionCase.py +++ b/UnitTests/test_imperfectionCase.py @@ -1,3 +1,4 @@ + import os import sys PROJECT_ROOT = os.path.abspath(os.path.join( @@ -6,24 +7,96 @@ ) sys.path.append(PROJECT_ROOT) -from RFEM.enums import * +from RFEM.enums import ImperfectionType, SetType, ImperfectionCaseAssignmentType from RFEM.initModel import Model +from RFEM.BasicObjects.node import Node +from RFEM.BasicObjects.member import Member +from RFEM.BasicObjects.section import Section +from RFEM.BasicObjects.material import Material +from RFEM.BasicObjects.memberSet import MemberSet from RFEM.Imperfections.imperfectionCase import ImperfectionCase +from RFEM.Imperfections.memberImperfection import MemberImperfection +from RFEM.Imperfections.membersetImperfection import MemberSetImperfection from RFEM.LoadCasesAndCombinations.loadCase import LoadCase from RFEM.LoadCasesAndCombinations.staticAnalysisSettings import StaticAnalysisSettings +from RFEM.enums import MemberImperfectionType, MemberImperfectionDefinitionType + if Model.clientModel is None: Model() -def test_member_set(): - +def test_imperfection_case(): Model.clientModel.service.delete_all() Model.clientModel.service.begin_modification() + + # Create Material + Material(1, 'S235') + + # Create Section + Section(1, 'IPE 300') + Section(2, 'CHS 100x4') + + # Create Nodes + Node(1, 0.0, 0.0, 0.0) + Node(2, 2, 0.0, 0.0) + Node(3, 4, 0, 0) + + Node(4, 0, 5, 0) + Node(5, 2, 5, 0) + Node(6, 4, 5, 0) + + # Create Member + Member(1, 1, 2, 0, 1) + Member(2, 2, 3, 0, 1) + Member(3, 4, 6, 0, 2) + Member(4, 6, 5, 0, 2) + + # Create Member Set + MemberSet(1, '1 2', SetType.SET_TYPE_CONTINUOUS) + MemberSet(2, '3 4', SetType.SET_TYPE_CONTINUOUS) + StaticAnalysisSettings() + + LoadCase(1, 'LC1') LoadCase(2, 'LC2') - ImperfectionCase(2, '2') + LoadCase(3, 'LC3') + LoadCase(4, 'LC4') + LoadCase(5, 'LC5') + + ImperfectionCase(1, ImperfectionType.IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS, '2') + ImperfectionCase.Local(2) + ImperfectionCase.InitialSwayViaTable(3,'1') + ImperfectionCase.NotionalLoads(4,'3') + ImperfectionCase.StaticDeformation(5,'4',magnitude_assignment_type = ImperfectionCaseAssignmentType.MAGNITUDE_ASSIGNMENT_LOCATION_WITH_LARGEST_DISPLACEMENT) + ImperfectionCase.Group(6,'1') + + MemberImperfection(1, 1) + MemberImperfection(2, 1,'2',MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY, MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1992_1_1993_1, parameters=[250, 0.002, 2, 1,1,0.006, 220]) + MemberImperfection(3, 1,'3',MemberImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY, MemberImperfectionDefinitionType.DEFINITION_TYPE_EN_1995_1_1, parameters=[220, 0.002,1, 0.006, 230]) + + MemberSetImperfection(1, 1) + Model.clientModel.service.finish_modification() - imp = Model.clientModel.service.get_imperfection_case(2) - assert imp.type == 'IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS' + imp = Model.clientModel.service.get_imperfection_case(1) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS.name assert imp.assigned_to_load_cases == '2' + + imp = Model.clientModel.service.get_imperfection_case(2) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_LOCAL_IMPERFECTIONS.name + + imp = Model.clientModel.service.get_imperfection_case(3) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_INITIAL_SWAY_VIA_TABLE.name + assert imp.level_imperfections.imperfection_case_level_imperfections[0].row.level == 3 + + imp = Model.clientModel.service.get_imperfection_case(4) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_NOTIONAL_LOADS_FROM_LOAD_CASE.name + assert imp.assigned_to_load_cases == '3' + + imp = Model.clientModel.service.get_imperfection_case(5) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_STATIC_DEFORMATION.name + assert imp.assigned_to_load_cases == '4' + + imp = Model.clientModel.service.get_imperfection_case(6) + assert imp.type == ImperfectionType.IMPERFECTION_TYPE_IMPERFECTION_CASES_GROUP.name + assert round(imp.imperfection_cases_items.imperfection_case_imperfection_cases_items[0].row.factor, 2) == 1.1