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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Steel Design CSA

Inputs

Name	ID	Description	Type
Version	V	Version(0=CSA_S16_14 1=CSA_S16_09)	Integer
MultiResponse	M	MultiResponse(0=Default 1=Envelopes 2=StepByStep 3=LastStep 4=EnvelopesAll 5=StepByStepAll)	Integer
FramingType	T	FramingType(0=LD_MRF 1=MD_MRF 2=D_MRF 3=LD_CBF_V 4=LD_CBF_TC 5=LD_CBF_TO 6=LD_CBF_OT 7=MD_CBF_V 8=MD_CBF_TC 9=MD_CBF_TO 10=MD_CBF_OT 11=EBF 12=Cantilever_Column 13=Conventional_MF 14=Conventional_BF)	Integer
SpectralAccelerationRatio	A	Spectral Acceleration Ratio, IeFaSa(0.2)	Number
Ductility	D	Ductility related modification factor, Rd	Number
Overstrength	O	Overstrength related modification factor, Ro	Number
PhiBending	B	Capacity factor, Phi Bending	Number
PhiCompression	C	Capacity factor, Phi Compression	Number
PhiTension	T	Capacity factor, Phi Tension	Number
PhiShear	S	Capacity factor, Phi Shear	Number
SlenderSectionModifedFy	S	Slender section modification Modified Fy, else Modified geometry	Boolean
IgnoreSeismic	S	Ignore seismic code	Boolean
IgnoreSpecialSeismic	S	Ignore special seismic code	Boolean
DoublerPlatePlugWelded	D	Doubler plate is plug welded	Boolean
Deflection	D	Consider Deflection	Boolean
DLDeflectionLimit	D	DL deflection limit, L/Value	Number
SDLLLDeflectionLimit	S	SDL + LL deflection limit, L/Value	Number
LLDeflectionLimit	L	LL deflection limit, L/Value	Number
TotalDeflectionLimit	T	Total deflection limit, L/Value	Number
CamberLimit	C	Total camber limit, L/Value	Number
PatternLiveLoadFactor	P	Pattern live load factor	Number
DemandCapacityRatioLimit	L	Demand/capacity ratio limit	Number
DesignOverWrites	O	Design Over Writes	Generic Data

Outputs

Name	ID	Description	Type
Design Code	D	Steel Design Code CSA	Generic Data