DesignSituation#
| Attribute Name | Data Type | Description | 
|---|---|---|
| no | int | Object number | 
| user_defined_name_enabled | bool | User-defined name enabled | 
| name | str | Design Situation Name | 
| associated_standard | int | Associated standard | 
| design_situation_type | Design situation type | |
| active_for_stress_analysis | bool | Active for Stress Analysis | 
| active_for_concrete_design | bool | Active for Concrete Design | 
| active_for_steel_design | bool | Active for Steel Design | 
| active_for_timber_design | bool | Active for Timber Design | 
| active_for_aluminum_design | bool | Active for Aluminum Design | 
| active_for_tower_design | bool | Active for Tower Design | 
| active_for_piping_design | bool | Active for Piping Design | 
| active_for_steel_joints | bool | Active for Steel Joints | 
| active_for_timber_joints | bool | Active for Timber Joints | 
| active_for_concrete_foundations | bool | Active for Concrete Foundations | 
| active_for_craneway_design | bool | Active for Craneway Design | 
| active_for_glass_design | bool | Active for Glass Design | 
| active_for_components | bool | Active for Component Design | 
| active | bool | Active | 
| comment | str | Comment | 
| is_generated | bool | Generated by | 
| generating_object_info | str | Generated by | 
| combination_wizard | int | Combination wizard | 
| consider_inclusive_exclusive_load_cases | bool | Consider inclusive/exclusive load cases | 
| relationship_between_load_cases | int | Relationship Between Load Cases | 
| case_objects | Case objects | Case object items of design situation. It has the property ‘read-only’. | |
| different_material | bool | Different material | 
| different_materials | Different materials | |
| reverse_layer_shear_coupling_for_glass_composition | bool | Reverse setting for shear coupling of layers in surfaces with glass compositions | 
| reverse_layer_shear_coupling_for_layer_thickness | bool | Reverse setting for shear coupling of layers in surfaces with thickness type ‘Layer’ | 
| id_for_export_import | str | |
| metadata_for_export_import | str | 
Associated Data Types
CaseObjectsTable#
| Attribute Name | Data Type | Description | 
|---|---|---|
| rows | List[CaseObjectsRow] | 
CaseObjectsRow#
| Attribute Name | Data Type | Description | 
|---|---|---|
| no | int | |
| description | str | |
| case_object | 
DifferentMaterialsTable#
| Attribute Name | Data Type | Description | 
|---|---|---|
| rows | List[DifferentMaterialsRow] | 
DifferentMaterialsRow#
| Attribute Name | Data Type | Description | 
|---|---|---|
| no | int | |
| description | str | |
| material | str | |
| different_material | int | |
| comment | str | 
Associated Enums
DesignSituationType#
| Name | 
|---|
| DESIGN_SITUATION_TYPE_UNKNOWN | 
| DESIGN_SITUATION_TYPE_ACCIDENTAL | 
| 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_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_A_ACCIDENTAL_FIRE | 
| 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_CSA_S16 | 
| DESIGN_SITUATION_TYPE_EARTHQUAKE_LIMIT_STATE_EN1998 | 
| 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_BS_A_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_EQU_BS_ONE_PERSISTENT | 
| DESIGN_SITUATION_TYPE_EQU_BS_P_PERSISTENT | 
| DESIGN_SITUATION_TYPE_EQU_BS_THREE_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_EQU_BS_TWO_TRANSIENT | 
| DESIGN_SITUATION_TYPE_EQU_BS_T_TRANSIENT | 
| 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_FIRE_LIMIT_STATE_AISC360 | 
| DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_AS1720 | 
| DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_NBR7190 | 
| DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_NDS | 
| DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_SANS10163 | 
| DESIGN_SITUATION_TYPE_FIRE_LIMIT_STATE_SP64 | 
| 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 | 
| 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_2015 | 
| DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_2020 | 
| 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_1_2020 | 
| DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_2 | 
| DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_2_2020 | 
| DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_3 | 
| DESIGN_SITUATION_TYPE_LIMIT_STATE_OF_SERVICEABILITY_CASE_3_2020 | 
| 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_NOT_TO_DESIGN | 
| 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_ASD_1_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_2_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_3_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_4_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_5_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_5_OVERSTRENGTH_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_6_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_6_OVERSTRENGTH_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_E_2021 | 
| DESIGN_SITUATION_TYPE_SECTION_1605_2_ASD_OVERSTRENGTH_2021 | 
| 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_1_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_2 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_2_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_3 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_3_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_4 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_4_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_5_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_AND_7_7_16 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_AND_7_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_AND_7_O_7_16 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_AND_7_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_6_O_7_22 | 
| 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_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_2_3_LRFD_7_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_1 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_10_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_10_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_1_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_2 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_2_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_3 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_3_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_4 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_4_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_5_7_22 | 
| 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_7_22 | 
| 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_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_7_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_TO_10_7_16 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_TO_10_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_TO_10_O_7_16 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_8_TO_10_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_9_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_4_ASD_9_O_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_1_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_5_EXTRAORDINARY_2_7_22 | 
| 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_5_EXTRAORDINARY_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_1_STRUCTURAL_INTEGRITY_1_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_1_STRUCTURAL_INTEGRITY_2_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_1_STRUCTURAL_INTEGRITY_7_22 | 
| 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_STRUCTURAL_INTEGRITY_1_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_2_STRUCTURAL_INTEGRITY_2_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_2_STRUCTURAL_INTEGRITY_3_7_22 | 
| DESIGN_SITUATION_TYPE_SECTION_2_6_2_STRUCTURAL_INTEGRITY_7_22 | 
| 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_SECTION_3_1_YDKT_1 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_1_TO_7 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_2A | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_2B | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_3 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_4 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_5 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_5_AND_7_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_5_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_6 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_7 | 
| DESIGN_SITUATION_TYPE_SECTION_3_1_YDKT_7_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_1 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_1_TO_8 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_2 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_3 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_4 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_5A | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_5B | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_5B_6B_8_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_5B_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_6A | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_6B | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_6B_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_7 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_8 | 
| DESIGN_SITUATION_TYPE_SECTION_3_2_GKT_8_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_10 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_3 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_4 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_5 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_6 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_7 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_8 | 
| DESIGN_SITUATION_TYPE_SECTION_6_2_6_ULS_6_9 | 
| DESIGN_SITUATION_TYPE_SEIO_SEISMIC_DESIGN_OVERSTRENGTH_LRFD | 
| DESIGN_SITUATION_TYPE_SEISMIC_LIMIT_STATE_AISC341_ASD | 
| DESIGN_SITUATION_TYPE_SEISMIC_LIMIT_STATE_AISC341_ASD_OVERSTRENGTH | 
| DESIGN_SITUATION_TYPE_SEISMIC_LIMIT_STATE_AISC341_LRFD | 
| DESIGN_SITUATION_TYPE_SEISMIC_LIMIT_STATE_AISC341_LRFD_OVERSTRENGTH | 
| 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_AISC360_D_L | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_AISC360_L_OR_LR | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_AISC360_S_OR_W | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_LONG_TERM_EFFECT | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_LONG_TERM_EFFECT_AS1720 | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS_KCR_D_L | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS_L_OR_LR | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_NDS_S_OR_W | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SANS10163 | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SHORT_TERM_EFFECT | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SHORT_TERM_EFFECT_AS1720 | 
| DESIGN_SITUATION_TYPE_SERVICEABILITY_LIMIT_STATE_SP64 | 
| DESIGN_SITUATION_TYPE_SER_SERVICEABILITY_DESIGN | 
| DESIGN_SITUATION_TYPE_SER_SERVICEABILITY_DESIGN_LT_SUSTAINED | 
| 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_BASE | 
| 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_NBR7190 | 
| DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_NTC | 
| DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_PERMANENT | 
| DESIGN_SITUATION_TYPE_SLS_CHARACTERISTIC_PERMANENT_AND_TRANSIENT | 
| 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_CSA_A23_3_LT_SUSTAINED | 
| DESIGN_SITUATION_TYPE_SLS_EARTHQUAKE | 
| DESIGN_SITUATION_TYPE_SLS_FREQUENT | 
| DESIGN_SITUATION_TYPE_SLS_FREQUENT_BASE | 
| DESIGN_SITUATION_TYPE_SLS_FREQUENT_FUNCTIONALITY_COMFORT | 
| DESIGN_SITUATION_TYPE_SLS_FREQUENT_NTC | 
| DESIGN_SITUATION_TYPE_SLS_FREQUENT_ULS_FATIGUE_NONCYCLIC_ACTION | 
| 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_1_NBR7190 | 
| DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_2 | 
| DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_2_NBR7190 | 
| DESIGN_SITUATION_TYPE_SLS_QUASI_PERMANENT_BASE | 
| 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_VIBRATIONS_NBR7190 | 
| 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_AND_STABILITY_LIMIT_STATES_AS1720 | 
| 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_ASTM | 
| DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_ASD | 
| DESIGN_SITUATION_TYPE_STRENGTH_LIMIT_STATE_NDS_LRFD | 
| DESIGN_SITUATION_TYPE_STR_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_FIRE | 
| DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_FIRE_PSI_1_1 | 
| DESIGN_SITUATION_TYPE_STR_ACCIDENTAL_FIRE_PSI_2_1 | 
| 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_ACC_TO_6_1_4 | 
| 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_EARTHQUAKE | 
| DESIGN_SITUATION_TYPE_TYPE_1_FUNDAMENTAL | 
| DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_FIRE_PSI_1_1 | 
| DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_FIRE_PSI_2_1 | 
| DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_1_1 | 
| DESIGN_SITUATION_TYPE_TYPE_2_ACCIDENTAL_PSI_2_1 | 
| DESIGN_SITUATION_TYPE_TYPE_2_EARTHQUAKE | 
| 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_EARTHQUAKE | 
| DESIGN_SITUATION_TYPE_TYPE_3_FUNDAMENTAL | 
| DESIGN_SITUATION_TYPE_ULS_ACCIDENTAL_FIRE_GB51249 | 
| 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_FATIGUE | 
| DESIGN_SITUATION_TYPE_ULS_FATIGUE_CYCLIC_ACTION | 
| DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL | 
| DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_EARTHQUAKE_GB_50011 | 
| DESIGN_SITUATION_TYPE_ULS_FUNDAMENTAL_GB_50068 | 
| DESIGN_SITUATION_TYPE_ULS_GEO_APPROACH_1_A1_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_ULS_GEO_APPROACH_1_A1_PERMANENT_AND_TRANSIENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_APPROACH_1_A2_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_ULS_GEO_APPROACH_1_A2_PERMANENT_AND_TRANSIENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_A_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_ONE_PERSISTENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_P_PERSISTENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_THREE_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_TWO_TRANSIENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_BS_T_TRANSIENT | 
| DESIGN_SITUATION_TYPE_ULS_GEO_PERMANENT_AND_TRANSIENT | 
| 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_ULS_STR_PERMANENT_AND_TRANSIENT | 
| DESIGN_SITUATION_TYPE_ULS_UPL_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_ULTIMATE_LIMIT_STATE_FIRE | 
| DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_LSD_SANS10163 | 
| DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_NBR7190 | 
| DESIGN_SITUATION_TYPE_ULTIMATE_LIMIT_STATE_SP64 | 
| DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_1_1 | 
| DESIGN_SITUATION_TYPE_UPL_ACCIDENTAL_PSI_2_1 | 
| DESIGN_SITUATION_TYPE_UPL_BS_A_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_UPL_BS_ONE_PERSISTENT | 
| DESIGN_SITUATION_TYPE_UPL_BS_P_PERSISTENT | 
| DESIGN_SITUATION_TYPE_UPL_BS_THREE_ACCIDENTAL | 
| DESIGN_SITUATION_TYPE_UPL_BS_TWO_TRANSIENT | 
| DESIGN_SITUATION_TYPE_UPL_BS_T_TRANSIENT | 
| DESIGN_SITUATION_TYPE_UPL_PERMANENT_AND_TRANSIENT | 
| DESIGN_SITUATION_TYPE_UPL_SEISMIC |