LoadCase

Attribute Name	Data Type	Description
no	int	Object number
analysis_type	AnalysisType	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	InitialStateDefinitionType	Definition type
individual_factors_of_selected_objects_table	IndividualFactorsOfSelectedObjectsTable	‘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	ActionCategory	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	FactorPhi	Factor Phi
load_duration	LoadDuration	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	SelectionOfModesModeActivationTable	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	SpecificationForLoadCaseGr1a	Specification for Load Cases in gr1a
specification_for_load_case_gr2	SpecificationForLoadCaseGr2	Specification for Load Cases in gr2
specification_for_load_case_gr5	SpecificationForLoadCaseGr5	Specification for Load Cases in gr5
specification_for_load_case_gr6	SpecificationForLoadCaseGr6	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	LiveloadConsiderDesignSituationEffectiveSeismicWeightCombo	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	LiveloadConsiderDesignSituationEffectiveSeismicWeightCythyeCombo	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	LiveloadConsiderDesignSituationSeismicWeightCombo	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	LiveloadConsiderDesignSituationSeismicMassCombo	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	LiveloadConsiderDesignSituationEffectiveSeismicWeightAciCombo	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	LiveloadConsiderDesignSituationEffectiveSeismicWeightIbcCombo	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	FlatRoofSnowLoadCategory	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	DistinguishDifferentOverstrengthFactorInDirectionXyCombo	Distinguish different overstrength factors in directions X and Y
load_duration_sp	LoadDurationSp	Load Duration
ground_water_elevation	GroundWaterElevation	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	TypeOfImposedActions	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

IndividualFactorsOfSelectedObjectsTable

Attribute Name	Data Type	Description
rows	List[IndividualFactorsOfSelectedObjectsTableRow]

IndividualFactorsOfSelectedObjectsTableRow

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

SelectionOfModesModeActivationTable

Attribute Name	Data Type	Description
rows	List[SelectionOfModesModeActivationTableRow]

SelectionOfModesModeActivationTableRow

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

AnalysisType

Name
ANALYSIS_TYPE_UNKNOWN
ANALYSIS_TYPE_CUTTING_PATTERN_ANALYSIS
ANALYSIS_TYPE_MODAL_ANALYSIS
ANALYSIS_TYPE_RESPONSE_SPECTRUM_ANALYSIS
ANALYSIS_TYPE_STATIC_ANALYSIS
ANALYSIS_TYPE_STATIC_CREEP_AND_SHRINKAGE
ANALYSIS_TYPE_STATIC_TIME_DEPENDENCE
ANALYSIS_TYPE_TIME_HISTORY
ANALYSIS_TYPE_TIME_HISTORY_TIME_DIAGRAM
ANALYSIS_TYPE_WIND_SIMULATION

InitialStateDefinitionType

Name
INITIAL_STATE_DEFINITION_TYPE_FINAL_STATE
INITIAL_STATE_DEFINITION_TYPE_STIFFNESS
INITIAL_STATE_DEFINITION_TYPE_STRAINS
INITIAL_STATE_DEFINITION_TYPE_STRAINS_WITH_USER_DEFINED_FACTORS

ObjectType

Name
OBJECT_TYPE_UNKNOWN
OBJECT_TYPE_LINE_HINGE
OBJECT_TYPE_LINE_WITH_SUPPORT
OBJECT_TYPE_MEMBER
OBJECT_TYPE_MEMBER_HINGE
OBJECT_TYPE_NODE_WITH_SUPPORT
OBJECT_TYPE_SOLID
OBJECT_TYPE_SURFACE

Strain

Name
STRAIN_ALL
STRAIN_ALONG_X
STRAIN_ALONG_Y
STRAIN_ALONG_Z
STRAIN_AROUND_X
STRAIN_AROUND_Y
STRAIN_AROUND_Z

ActionCategory

Name
ACTION_CATEGORY_UNKNOWN
ACTION_CATEGORY_ACCIDENTAL_ACTIONS_A
ACTION_CATEGORY_ACCIDENTAL_ACTION_A
ACTION_CATEGORY_ACCIDENTAL_LOAD_AL
ACTION_CATEGORY_ACTIONS_DUE_TO_CLIMATE_CHANGES_IN_TEMPERATURE_AND_AIR_PRESSURE_QC
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_ASSEMBLY_CONSTRAINTS_QA
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_FATIGUE_ACTION_QFAT
ACTION_CATEGORY_FATIGUE_LM3_QFAT
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_HEIGHT_DIFFERENCE_GH
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_LIVE_LOAD_Q
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_GROUND_WATER_PRESSURE_HW
ACTION_CATEGORY_LOAD_DUE_TO_LATERAL_EARTH_PRESSURE_GROUND_WATER_PRESSURE_H
ACTION_CATEGORY_LOAD_DUE_TO_LATERAL_EARTH_PRESSURE_OR_PRESSURE_OF_BULK_MATERIALS_HEB
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_GQ
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_PERSONNEL_LOADS_QP
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_ROOF_LIVE_LOAD_QR
ACTION_CATEGORY_SEISMIC_ACTIONS_AE
ACTION_CATEGORY_SEISMIC_AE
ACTION_CATEGORY_SEISMIC_EFFECTS_Q7
ACTION_CATEGORY_SELF_STRAINING_FORCE_PERMANENT_TP
ACTION_CATEGORY_SELF_STRAINING_FORCE_VARIABLE_TV
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_FIRE_TS
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_TORNADO_LOAD_WT
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

FactorPhi

Name
FACTOR_PHI_1
FACTOR_PHI_2
FACTOR_PHI_3

LoadDuration

Name
LOAD_DURATION_UNKNOWN
LOAD_DURATION_50_YEARS
LOAD_DURATION_5_DAYS
LOAD_DURATION_5_HOURS
LOAD_DURATION_5_MINUTES
LOAD_DURATION_5_MONTHS
LOAD_DURATION_5_SECONDS
LOAD_DURATION_ASD_IMPACT_LRFD_EQUAL_TO_1_25
LOAD_DURATION_ASD_PERMANENT_LRFD_EQUAL_TO_0_6
LOAD_DURATION_ASD_SEVEN_DAYS_LRFD_EQUAL_TO_0_9
LOAD_DURATION_ASD_TEN_MINUTES_LRFD_EQUAL_TO_1_0
LOAD_DURATION_ASD_TEN_YEARS_LRFD_EQUAL_TO_0_7
LOAD_DURATION_ASD_TWO_MONTHS_LRFD_EQUAL_TO_0_8
LOAD_DURATION_IMPACT
LOAD_DURATION_INSTANTANEOUS
LOAD_DURATION_LONG_TERM
LOAD_DURATION_MEDIUM_TERM
LOAD_DURATION_PERMANENT
LOAD_DURATION_SEVEN_DAYS
LOAD_DURATION_SHORT_TERM
LOAD_DURATION_SHORT_TERM_INSTANTANEOUS
LOAD_DURATION_STANDARD_TERM
LOAD_DURATION_TEN_MINUTES
LOAD_DURATION_TEN_YEARS
LOAD_DURATION_TWO_MONTHS

SpecificationForLoadCaseGr1a

Name
SPECIFICATION_FOR_LOAD_CASE_GR1A_TS1
SPECIFICATION_FOR_LOAD_CASE_GR1A_PEDESTRIAN_AND_CYCLE_TRACK
SPECIFICATION_FOR_LOAD_CASE_GR1A_UDL

SpecificationForLoadCaseGr2

Name
SPECIFICATION_FOR_LOAD_CASE_GR2_HORIZONTAL_FORCES_BRAKING_AND_ACCELERATION
SPECIFICATION_FOR_LOAD_CASE_GR2_HORIZONTAL_FORCES_CENTRIFUGAL_FORCES

SpecificationForLoadCaseGr5

Name
SPECIFICATION_FOR_LOAD_CASE_GR5_SPECIAL_VEHICLE
SPECIFICATION_FOR_LOAD_CASE_GR5_TS
SPECIFICATION_FOR_LOAD_CASE_GR5_UDL

SpecificationForLoadCaseGr6

Name
SPECIFICATION_FOR_LOAD_CASE_GR6_TS
SPECIFICATION_FOR_LOAD_CASE_GR6_HORIZONTAL_FORCES_BRAKING_AND_ACCELERATION
SPECIFICATION_FOR_LOAD_CASE_GR6_HORIZONTAL_FORCES_CENTRIFUGAL_FORCES
SPECIFICATION_FOR_LOAD_CASE_GR6_PEDESTRIAN_AND_CYCLE_TRACK
SPECIFICATION_FOR_LOAD_CASE_GR6_UDL

LiveloadConsiderDesignSituationEffectiveSeismicWeightCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_FLOOR_LIVE_LOAD
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_COMBO_PARTITIONS

LiveloadConsiderDesignSituationEffectiveSeismicWeightCythyeCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_FLOOR_LIVE_LOAD
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_CYTHYE_COMBO_PARTITIONS

LiveloadConsiderDesignSituationSeismicWeightCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_WEIGHT_COMBO_FLOOR_LOADS_UP_TO_3
LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_WEIGHT_COMBO_FLOOR_LOADS_ABOVE_3

LiveloadConsiderDesignSituationSeismicMassCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_ACTUAL_CONDITIONS
LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_EQUIVALENT_UNIFORM_LIBRARY_ARCHIVES
LIVELOAD_CONSIDER_DESIGN_SITUATION_SEISMIC_MASS_COMBO_LOAD_CALCULATED_ACCORDING_EQUIVALENT_UNIFORM_OTHER_CIVIL_BUILDINGS

LiveloadConsiderDesignSituationEffectiveSeismicWeightAciCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_FLOOR_LIVE_LOAD
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_ACI_COMBO_PARTITIONS

LiveloadConsiderDesignSituationEffectiveSeismicWeightIbcCombo

Name
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_FLOOR_LIVE_LOAD
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_OPERATING_WEIGHT_OF_PERMANENT_EQUIPMENT
LIVELOAD_CONSIDER_DESIGN_SITUATION_EFFECTIVE_SEISMIC_WEIGHT_IBC_COMBO_PARTITIONS

FlatRoofSnowLoadCategory

Name
FLAT_ROOF_SNOW_LOAD_CATEGORY_SNOW_LOADS_OF_30PSF_OR_LESS
FLAT_ROOF_SNOW_LOAD_CATEGORY_SNOW_LOADS_EXCEEDING_30PSF

DistinguishDifferentOverstrengthFactorInDirectionXyCombo

Name
DISTINGUISH_DIFFERENT_OVERSTRENGTH_FACTOR_IN_DIRECTION_XY_COMBO_X
DISTINGUISH_DIFFERENT_OVERSTRENGTH_FACTOR_IN_DIRECTION_XY_COMBO_Y

LoadDurationSp

Name
LOAD_DURATION_SP_LONG
LOAD_DURATION_SP_SHORT

GroundWaterElevation

Name
GROUND_WATER_ELEVATION_MAXIMUM
GROUND_WATER_ELEVATION_MINIMUM

TypeOfImposedActions

Name
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_RESIDENTIAL
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_BALUSTRADES
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_DOMESTIC_HOUSING
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_FLOORS_OFFICES
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_MACHINERY
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_OTHER_ROOFS
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_ROOFS
TYPE_OF_IMPOSED_ACTIONS_CONCENTRACED_STORAGE
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_OFFICES
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_OTHER
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_PARKING
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_RETAIL
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_FLOORS_STORAGE
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_OTHER_ROOFS
TYPE_OF_IMPOSED_ACTIONS_DISTRIBUTED_ROOFS