PrestressedConcreteReinforcementPattern#
- class StrandType(*values)#
Bases:
Enum
- GRADE_250_KSI_LOLAX = 1#
- GRADE_270_KSI_LOLAX = 2#
- GRADE_300_KSI_LOLAX = 3#
- SMOOTH_BARS_145_KSI = 4#
- SMOOTH_BARS_160_KSI = 5#
- DEFORMED_BARS_150_160_KSI = 6#
- class StrandSize(*values)#
Bases:
Enum
- SIZE_250_5_16_3_WIRE = 1#
- SIZE_250_1_4_7_WIRE = 2#
- SIZE_250_5_16_7_WIRE = 3#
- SIZE_250_3_8_7_WIRE = 4#
- SIZE_250_7_16_7_WIRE = 5#
- SIZE_250_1_2_7_WIRE = 6#
- SIZE_250_06_7_WIRE = 7#
- SIZE_270_5_16_7_WIRE = 8#
- SIZE_270_3_8_7_WIRE = 9#
- SIZE_270_7_16_7_WIRE = 10#
- SIZE_270_1_2_7_WIRE = 11#
- SIZE_270_1_2_7_W_SPEC = 12#
- SIZE_270_9_16_7_WIRE = 13#
- SIZE_270_0_6_7_WIRE = 14#
- SIZE_270_0_7_7_WIRE = 15#
- SIZE_300_3_8_7_WIRE = 16#
- SIZE_300_7_16_7_WIRE = 17#
- SIZE_300_1_2_7_WIRE = 18#
- SIZE_300_1_2_SUPER = 19#
- SIZE_300_0_6_7_WIRE = 20#
- SIZE_145_3_4_SMOOTH = 21#
- SIZE_145_7_8_SMOOTH = 22#
- SIZE_145_1_SMOOTH = 23#
- SIZE_145_1_1_8_SMOOTH = 24#
- SIZE_145_1_1_4_SMOOTH = 25#
- SIZE_145_1_3_8_SMOOTH = 26#
- SIZE_160_3_4_SMOOTH = 27#
- SIZE_160_7_8_SMOOTH = 28#
- SIZE_160_1_SMOOTH = 29#
- SIZE_160_1_1_8_SMOOTH = 30#
- SIZE_160_1_1_4_SMOOTH = 31#
- SIZE_160_1_3_8_SMOOTH = 32#
- SIZE_157_5_8_DEF_BAR = 33#
- SIZE_150_1_DEF_BAR = 34#
- SIZE_160_1_DEF_BAR = 35#
- SIZE_150_1_1_4_DEF_BAR = 36#
- SIZE_160_1_1_4_DEF_BAR = 37#
- SIZE_160_1_3_8_DEF_BAR = 38#
- class PrestressedConcreteReinforcementPattern(model_id: str, pattern_id: str, client: Client)#
Bases:
ReinforcementPatternBaseClass
Examples: Code Snippet: Manipulation of Prestressed Pile Section Reinforcement (Pile Analysis)
- getStrandType() StrandType #
- setStrandType(strandType: StrandType)#
- getStrandSize() StrandSize #
- setStrandSize(strandSize: StrandSize)#