LoadCase

Attribute Name	Data Type	Description
no	int	Object number
analysis_type	LoadCaseAnalysisType	Analysis type
name	str	Load Case Name
calculate_critical_load	bool	Calculate critical load
static_analysis_settings	int	Static analysis settings
stability_analysis_settings	int	Stability analysis settings
modal_analysis_settings	int	Modal analysis settings
spectral_analysis_settings	int	Spectral analysis settings
consider_imperfection	bool	Consider imperfection
imperfection_case	int	Imperfection case
consider_initial_state	bool	Consider initial state
initial_state_case	int	Initial state case
initial_state_definition_type	LoadCaseInitialStateDefinitionType	Definition type
individual_factors_of_selected_objects_table	LoadCaseIndividualFactorsOfSelectedObjectsTable	‘Individual Factors of Selected Objects’ table
consider_construction_stage	bool	Consider construction stage
construction_stage_case	int	Construction stage case
to_solve	bool	To solve
action_category	str	Action category
self_weight_active	bool	Self-weight active
self_weight_factor_x	float	Self-weight factors | Self-weight factors in directions X, Y, Z Self-weight - Factor in direction X | X
self_weight_factor_y	float	Self-weight - Factor in direction Y | Y
self_weight_factor_z	float	Self-weight - Factor in direction Z | Z
factor_phi	LoadCaseFactorPhi	Factor Phi
load_duration	str	Load duration
loading_start	float	Loading start
time_being_investigated	float	Start/end of analysis
import_masses_from	int	Import masses from
import_modal_analysis_from	int	Import modal analysis from
response_spectrum_is_enabled_in_any_direction	bool	Is response spectrum enabled in any direction
response_spectrum_is_enabled_in_direction_x	bool	Is response spectrum enabled in direction X
response_spectrum_is_enabled_in_direction_y	bool	Is response spectrum enabled in direction Y
response_spectrum_is_enabled_in_direction_z	bool	Is response spectrum enabled in direction Z
response_spectrum_in_direction_x	int	Response spectrum in direction X
response_spectrum_in_direction_y	int	Response spectrum in direction Y
response_spectrum_in_direction_z	int	Response spectrum in direction Z
response_spectrum_scale_factor_in_direction_x	float	Scaling factor of response spectrum in direction X
response_spectrum_scale_factor_in_direction_y	float	Scaling factor of response spectrum in direction Y
response_spectrum_scale_factor_in_direction_z	float	Scaling factor of response spectrum in direction Z
response_spectrum_rotation_angle	float	Rotation angle of response spectrum | α
response_spectrum_consider_accidental_torsion	bool	Consider accidental torsion
response_spectrum_eccentricity_for_x_direction_absolute	float	Eccentricity for X direction absolute | e_X
response_spectrum_eccentricity_for_y_direction_absolute	float	Eccentricity for Y direction absolute | e_Y
response_spectrum_eccentricity_for_x_direction_relative	float	Eccentricity for X direction relative | e_X
response_spectrum_eccentricity_for_y_direction_relative	float	Eccentricity for Y direction relative | e_Y
response_spectrum_building_length_in_x	float	Building length in X | Δ_X
response_spectrum_building_length_in_y	float	Building length in Y | Δ_Y
response_spectrum_eccentricity_for_x_direction_is_defined_as_relative	bool	Eccentricity for X direction defined as relative
response_spectrum_eccentricity_for_y_direction_is_defined_as_relative	bool	Eccentricity for Y direction defined as relative
response_spectrum_user_defined_building_lengths	bool	User-defined building lengths
selection_of_modes_mode_activation_table	LoadCaseSelectionOfModesModeActivationTable	Mode activation
selection_of_modes_deselect_modes_according_to_criterion_is_enabled	bool	Deselect modes with
selection_of_modes_deselect_modes_modes_according_to_criterion_value	float	Deselect modes according to criterion | M_eff. i / Σ M <
selection_of_modes_total_effective_modal_mass_factor_f_mex	float	Total effective modal mass factor f_meX | f_meX
selection_of_modes_total_effective_modal_mass_factor_f_mey	float	Total effective modal mass factor f_meY | f_meY
selection_of_modes_total_effective_modal_mass_factor_f_mez	float	Total effective modal mass factor f_meZ | f_meZ
comment	str	Comment
is_generated	bool	Generated by
generating_object_info	str	Generated by
structure_modification_enabled	bool	Consider structure modification
structure_modification	int	Structure Modification
possibility_of_crowds	bool	Possibility of crowd of people (escape routes, staircases)
specification_for_load_case_gr1a	LoadCaseSpecificationForLoadCaseGr1a	Specification for Load Cases in gr1a
specification_for_load_case_gr2	LoadCaseSpecificationForLoadCaseGr2	Specification for Load Cases in gr2
specification_for_load_case_gr5	LoadCaseSpecificationForLoadCaseGr5	Specification for Load Cases in gr5
specification_for_load_case_gr6	LoadCaseSpecificationForLoadCaseGr6	Specification for Load Cases in gr6
liveload_less_equal_100	bool	Live load is less than or equal to 100 psf
liveload_consider_design_situation_effective_seismic_weight_check	bool	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_effective_seismic_weight_combo	LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightCombo	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_effective_seismic_weight_CYTHYE_check	bool	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_effective_seismic_weight_CYTHYE_combo	LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightCYTHYECombo	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_seismic_weight_check	bool	Consider in design situation “Seismic Weight”
liveload_consider_design_situation_seismic_weight_combo	LoadCaseLiveloadConsiderDesignSituationSeismicWeightCombo	Consider in design situation “Seismic Weight”
liveload_consider_design_situation_seismic_mass_check	bool	Consider in design situation ‘Seismic/Mass Combination’
liveload_consider_design_situation_seismic_mass_combo	LoadCaseLiveloadConsiderDesignSituationSeismicMassCombo	Consider in design situation ‘Seismic/Mass Combination’
consider_design_situation_effective_seismic_weight	bool	Consider in design situation “Effective Seismic Weight”
liveload_less_equal_48	bool	Live load is less than or equal to 4.8 kN/m^2
liveload_consider_design_situation_effective_seismic_weight_aci_check	bool	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_effective_seismic_weight_aci_combo	LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightAciCombo	Consider in design situation “Effective Seismic Weight”
liveload_less_equal_100_ibc	bool	Live load is less than or equal to 100 psf
liveload_consider_design_situation_effective_seismic_weight_ibc_check	bool	Consider in design situation “Effective Seismic Weight”
liveload_consider_design_situation_effective_seismic_weight_ibc_combo	LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightIbcCombo	Consider in design situation “Effective Seismic Weight”
cranehookload_nocombined_roofliveload	bool	Crane hook load not to be combined with roof live load or with more than three-fourths of the snow load or one-half of the wind load according to 1605.3.1, Exception 1
roof_configurations_that_do_not_shed_snow	bool	Flat roof configurations that do not shed snow off the structure according to 1605.2 (f2 = 0.7, otherwise f2 = 0.2 in Equation 16-5)
flat_roof_snow_load	bool	Flat roof snow load according to 1605.3.1, Exception 2
flat_roof_snow_load_category	LoadCaseFlatRoofSnowLoadCategory	Flat roof snow load according to 1605.3.1, Exception 2 Category
deadload_factor_shall_be_increased	bool	Load factor 1.25 for dead load shall be increased to 1.50 acc. to 4.1.3.2(8)
deadload_factor_shall_be_increased1	bool	Load factor 1.25 for dead load shall be increased to 1.50 acc. to 4.1.3.2(8)
deadload_factor_shall_be_increased2	bool	Principal-load factor 1.4 for dead load shall be increased to 1.5 acc. to 4.1.3.2 (9)
dead_no_effective_seismic_weight_NBC05	bool	Partition load does not exceed 0.5 kPa. Do not consider in design situation “Effective Seismic Weight”
dead_no_effective_seismic_weight_NBC15	bool	Partition load does not exceed 0.5 kPa. Do not consider in design situation “Effective Seismic Weight”
liveload_principal_factor_may_be_reduced1	bool	Principal-load factor 1.5 for live load may be reduced to 1.25 acc. to 4.1.3.2(5)
liveload_companion_factor_may_be_increased1	bool	Companion-load factor 0.5 for live load shall be increased to 1.0 acc. to 4.1.3.2(6)
liveload_principal_factor_may_be_reduced2	bool	Principal-load factor 1.5 for live load may be reduced to 1.25 acc. to 4.1.3.2(6)
liveload_companion_factor_may_be_increased2	bool	Companion-load factor 0.5 for live load shall be increased to 1.0 acc. to 4.1.3.2(7)
consider_design_situation_effective_seismic_weight_NBC05	bool	Consider in design situation “Effective Seismic Weight”
consider_design_situation_effective_seismic_weight_NBC15	bool	Consider in design situation “Effective Seismic Weight”
dead_no_effective_seismic_weight	bool	Partition load does not exceed 0.5 kPa. Do not consider in design situation “Effective Seismic Weight”
longtermload_tp_considered_in_limit_state_of_serviceability	bool	Long-term loading T_p considered in Limit State of Serviceability, Case 2
greater_intensity_than_4	bool	Greater intensity than 4 kN/m^2
distinguish_different_overstrength_factor_in_direction_xy_check	bool	Distinguish different overstrength factors in directions X and Y
distinguish_different_overstrength_factor_in_direction_xy_combo	LoadCaseDistinguishDifferentOverstrengthFactorInDirectionXyCombo	Distinguish different overstrength factors in directions X and Y
load_duration_sp	LoadCaseLoadDurationSp	Load Duration
ground_water_elevation	LoadCaseGroundWaterElevation	Ground water elevation
direction_x_check	bool	Direction X
direction_y_check	bool	Direction Y
consider_inclusive_load_case	bool	Consider Inclusive Load Case
inclusive_load_case	int	Inclusive Load Case
consider_design_situation_seismic_mass_combination	bool	Consider in design situation ‘Seismic/Mass Combination’
type_of_imposed_actions	LoadCaseTypeOfImposedActions	Type of imposed actions
wind_simulation_wind_direction_angle	float	Wind direction around Z-axis (clockwise) | α
wind_simulation_wind_tunnel_depth_minus_coefficient	float	Wind tunnel depth minus coefficient
wind_simulation_wind_tunnel_depth_plus_coefficient	float	Wind tunnel depth plus coefficient
wind_simulation_wind_tunnel_width_minus_coefficient	float	Wind tunnel width minus coefficient
wind_simulation_wind_tunnel_width_plus_coefficient	float	Wind tunnel width plus coefficient
wind_simulation_wind_tunnel_height_plus_coefficient	float	Wind tunnel height plus coefficient
wind_simulation_construction_bounding_box_depth_coefficient	float	Coefficient of depth of construction bounding box
wind_simulation_construction_bounding_box_height_coefficient	float	Coefficient of height of construction bounding box
wind_simulation_construction_bounding_box_width_coefficient	float	Coefficient of width of construction bounding box
wind_simulation_wind_tunnel_depth_coefficient	float	Wind tunnel depth coefficient | Σ_d
wind_simulation_wind_tunnel_width_coefficient	float	Wind tunnel width coefficient | Σ_w
wind_simulation_wind_tunnel_height_coefficient	float	Wind tunnel height coefficient | Σ_h
wind_simulation_wind_profile	int	Wind profile
wind_simulation_analysis_settings	int	Wind simulation analysis settings
wind_simulation_wind_tunnel_depth_minus_length	float	Wind tunnel depth minus length
wind_simulation_wind_tunnel_depth_plus_length	float	Wind tunnel depth plus length
wind_simulation_wind_tunnel_width_minus_length	float	Wind tunnel width minus length
wind_simulation_wind_tunnel_width_plus_length	float	Wind tunnel width plus length
wind_simulation_wind_tunnel_height_plus_length	float	Wind tunnel height plus length
wind_simulation_construction_bounding_box_depth	float	Depth of construction bounding box
wind_simulation_construction_bounding_box_height	float	Height of construction bounding box
wind_simulation_construction_bounding_box_width	float	Width of construction bounding box
wind_simulation_wind_tunnel_depth	float	Wind tunnel depth | Σ_d
wind_simulation_wind_tunnel_width	float	Wind tunnel width | Σ_w
wind_simulation_wind_tunnel_height	float	Wind tunnel height | Σ_h
geotechnical_analysis_reset_small_strain_history	bool	Reset small strain history
id_for_export_import	str
metadata_for_export_import	str

Associated Data Types

LoadCaseIndividualFactorsOfSelectedObjectsTable

Attribute Name	Data Type	Description
rows	List[LoadCaseIndividualFactorsOfSelectedObjectsTableRow]

LoadCaseIndividualFactorsOfSelectedObjectsTableRow

Attribute Name	Data Type	Description
no	int
description	str
object_type	LoadCaseIndividualFactorsOfSelectedObjectsTableObjectType
object_list	List[int]
strain_type	LoadCaseIndividualFactorsOfSelectedObjectsTableStrainType
factor	float
comment	str

LoadCaseSelectionOfModesModeActivationTable

Attribute Name	Data Type	Description
rows	List[LoadCaseSelectionOfModesModeActivationTableRow]

LoadCaseSelectionOfModesModeActivationTableRow

Attribute Name	Data Type	Description
no	int
description	str
mode_no	int
to_generate	bool
natural_period_t	float
natural_frequency_f	float
acceleration_s_ax	float
acceleration_s_ay	float
acceleration_s_az	float
effective_modal_mass_factor_f_mex	float
effective_modal_mass_factor_f_mey	float
effective_modal_mass_factor_f_mez	float
damping	float

Associated Enums

LoadCaseAnalysisType

Name
LOAD_CASE_ANALYSIS_TYPE_UNKNOWN
LOAD_CASE_ANALYSIS_TYPE_CREEP_AND_SHRINKAGE
LOAD_CASE_ANALYSIS_TYPE_CUTTING_PATTERN
LOAD_CASE_ANALYSIS_TYPE_MODAL
LOAD_CASE_ANALYSIS_TYPE_RESPONSE_SPECTRUM
LOAD_CASE_ANALYSIS_TYPE_STATIC
LOAD_CASE_ANALYSIS_TYPE_TIME_DEPENDENT
LOAD_CASE_ANALYSIS_TYPE_TIME_HISTORY
LOAD_CASE_ANALYSIS_TYPE_TIME_HISTORY_TIME_DIAGRAM
LOAD_CASE_ANALYSIS_TYPE_WIND_SIMULATION

LoadCaseInitialStateDefinitionType

Name
LOAD_CASE_INITIAL_STATE_DEFINITION_TYPE_FINAL_STATE
LOAD_CASE_INITIAL_STATE_DEFINITION_TYPE_STIFFNESS
LOAD_CASE_INITIAL_STATE_DEFINITION_TYPE_STRAINS
LOAD_CASE_INITIAL_STATE_DEFINITION_TYPE_STRAINS_WITH_USER_DEFINED_FACTORS

LoadCaseIndividualFactorsOfSelectedObjectsTableObjectType

Name
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_UNKNOWN
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_LINE_HINGE
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_LINE_WITH_SUPPORT
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_MEMBER
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_MEMBER_HINGE
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_NODE_WITH_SUPPORT
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_SOLID
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_OBJECT_TYPE_SURFACE

LoadCaseIndividualFactorsOfSelectedObjectsTableStrainType

Name
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_ALL
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_ALONG_X
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_ALONG_Y
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_ALONG_Z
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_AROUND_X
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_AROUND_Y
LOAD_CASE_INDIVIDUAL_FACTORS_OF_SELECTED_OBJECTS_TABLE_STRAIN_TYPE_AROUND_Z

LoadCaseFactorPhi

Name
LOAD_CASE_FACTOR_PHI_1
LOAD_CASE_FACTOR_PHI_2
LOAD_CASE_FACTOR_PHI_3

LoadCaseSpecificationForLoadCaseGr1a

Name
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR1A_TS1
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR1A_PEDESTRIAN_AND_CYCLE_TRACK
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR1A_UDL

LoadCaseSpecificationForLoadCaseGr2

Name
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR2_HORIZONTAL_FORCES_BRAKING_AND_ACCELERATION
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR2_HORIZONTAL_FORCES_CENTRIFUGAL_FORCES

LoadCaseSpecificationForLoadCaseGr5

Name
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR5_SPECIAL_VEHICLE
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR5_TS
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR5_UDL

LoadCaseSpecificationForLoadCaseGr6

Name
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR6_TS
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR6_HORIZONTAL_FORCES_BRAKING_AND_ACCELERATION
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR6_HORIZONTAL_FORCES_CENTRIFUGAL_FORCES
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR6_PEDESTRIAN_AND_CYCLE_TRACK
LOAD_CASE_SPECIFICATION_FOR_LOAD_CASE_GR6_UDL

LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightCombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_FLOOR_LIVE_LOAD
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_PARTITIONS

LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightCYTHYECombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_FLOOR_LIVE_LOAD
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_PARTITIONS

LoadCaseLiveloadConsiderDesignSituationSeismicWeightCombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_WEIGHT_COMBO_FLOOR_LOADS_UP_TO_3
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_WEIGHT_COMBO_FLOOR_LOADS_ABOVE_3

LoadCaseLiveloadConsiderDesignSituationSeismicMassCombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_ACTUAL_CONDITIONS
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_EQUIVALENT_UNIFORM_LIBRARY_ARCHIVES
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_EQUIVALENT_UNIFORM_OTHER_CIVIL_BUILDINGS

LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightAciCombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_FLOOR_LIVE_LOAD
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_PARTITIONS

LoadCaseLiveloadConsiderDesignSituationEffectiveSeismicWeightIbcCombo

Name
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_FLOOR_LIVE_LOAD
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LOAD_CASE_LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_PARTITIONS

LoadCaseFlatRoofSnowLoadCategory

Name
LOAD_CASE_FLAT_ROOF_SNOW_LOAD_CATEGORY_SNOW_LOADS_OF_30PSF_OR_LESS
LOAD_CASE_FLAT_ROOF_SNOW_LOAD_CATEGORY_SNOW_LOADS_EXCEEDING_30PSF

LoadCaseDistinguishDifferentOverstrengthFactorInDirectionXyCombo

Name
LOAD_CASE_DISTINGUISH_DIFFERENT_OVERSTRENGTH_FACTOR_IN_DIRECTION_XY_COMBO_X
LOAD_CASE_DISTINGUISH_DIFFERENT_OVERSTRENGTH_FACTOR_IN_DIRECTION_XY_COMBO_Y

LoadCaseLoadDurationSp

Name
LOAD_CASE_LOAD_DURATION_SP_LONG
LOAD_CASE_LOAD_DURATION_SP_SHORT

LoadCaseGroundWaterElevation

Name
LOAD_CASE_GROUND_WATER_ELEVATION_MAXIMUM
LOAD_CASE_GROUND_WATER_ELEVATION_MINIMUM

LoadCaseTypeOfImposedActions

Name
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_RESIDENTIAL
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_BALUSTRADES
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_DOMESTIC_HOUSING
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_FLOORS_OFFICES
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_MACHINERY
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_OTHER_ROOFS
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_ROOFS
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_STORAGE
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_OFFICES
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_OTHER
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_PARKING
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_RETAIL
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_STORAGE
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_OTHER_ROOFS
LOAD_CASE_TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_ROOFS