ReinforcedConcreteReinforcementPattern#

class RebarSize(*values)#

Bases: Enum

US_STD_3 = 1#
US_STD_4 = 2#
US_STD_5 = 3#
US_STD_6 = 4#
US_STD_7 = 5#
US_STD_8 = 6#
US_STD_9 = 7#
US_STD_10 = 8#
US_STD_11 = 9#
US_STD_14 = 10#
US_STD_18 = 11#
ASTM_10M = 12#
ASTM_15M = 13#
ASTM_20M = 14#
ASTM_25M = 15#
ASTM_30M = 16#
ASTM_35M = 17#
ASTM_45M = 18#
ASTM_55M = 19#
CEB_6_MM = 20#
CEB_8_MM = 21#
CEB_10_MM = 22#
CEB_12_MM = 23#
CEB_14_MM = 24#
CEB_16_MM = 25#
CEB_20_MM = 26#
CEB_25_MM = 27#
CEB_32_MM = 28#
CEB_40_MM = 29#
BS4449_6A = 30#
BS4449_7A = 31#
BS4449_8 = 32#
BS4449_9A = 33#
BS4449_10 = 34#
BS4449_12 = 35#
BS4449_16 = 36#
BS4449_20 = 37#
BS4449_25 = 38#
BS4449_32 = 39#
BS4449_40 = 40#
BS4449_50 = 41#
JD_6 = 42#
JD_8 = 43#
JD_10 = 44#
JD_13 = 45#
JD_16 = 46#
JD_19 = 47#
JD_22 = 48#
JD_25 = 49#
JD_29 = 50#
JD_32 = 51#
JD_35 = 52#
JD_38 = 53#
JD_41 = 54#
AS_12 = 55#
AS_16 = 56#
AS_20 = 57#
AS_24 = 58#
AS_28 = 59#
AS_32 = 60#
AS_36 = 61#
NZ_6 = 62#
NZ_10 = 63#
NZ_12 = 64#
NZ_16 = 65#
NZ_20 = 66#
NZ_25 = 67#
NZ_32 = 68#
NZ_40 = 69#
CUSTOM = 70#
class ReinforcedConcreteReinforcementPattern(model_id: str, pattern_id: str, client: Client)#

Bases: ReinforcementPatternBaseClass

getRebarSize() RebarSize#
setRebarSize(rebarSize: RebarSize)#
getRebarYieldStress() float#
setRebarYieldStress(yieldStress: float)#
getRebarElasticModulus() float#
setRebarElasticModulus(ultimateStrength: float)#