DesignSituation#
Attribute Name |
Data Type |
Description |
---|---|---|
no |
int |
Object number |
user_defined_name_enabled |
bool |
User-defined name enabled |
name |
str |
Design Situation Name |
design_situation_type |
Design situation type |
|
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’. |
|
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 |
int |
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_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_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_SERVICEABILITY_LIMIT_STATE_VIBRATIONS_NBR7190 |
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_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 |