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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Steel Design AS4100

Steel Design AS 4100-1998

Inputs

Name	ID	Description	Type
MultiResponse	M	MultiResponse(0=Default 1=Envelopes 2=StepByStep 3=LastStep 4=EnvelopesAll 5=StepByStepAll)	Integer
FramingType	T	FramingType(0=MomentFrame 1=BracedFrame)	Integer
AnalysisMethod	A	AnalysisMethod(0=General2ndOrder 1=Amplified1stOrder)	Integer
SteelType	S	SteelType(0=HotRolled 1=HotFinished 2=ColdForm 3=StressRelieved 4=LightlyWelded 5=HeavilyWelded)	Integer
PhiBending	B	Capacity factor, Phi Bending	Number
PhiCompression	C	Capacity factor, Phi Compression	Number
PhiTension	T	Capacity factor, Phi Tension	Number
PhiTensFr	F	Capacity factor, Phi Tension Fracture	Number
PhiShear	S	Capacity factor, Phi Shear	Number
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 AS4100	Generic Data