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Att
AttElement
AttElementFrame
Attributes
Elem
Karamba
Loads
Loads Assign
Modify
Solver
Verify

Steel Design AS4100

Steel Design AS 4100-1998

Inputs

NameIDDescriptionType
MultiResponseMMultiResponse(0=Default 1=Envelopes 2=StepByStep 3=LastStep 4=EnvelopesAll 5=StepByStepAll)Integer
FramingTypeTFramingType(0=MomentFrame 1=BracedFrame)Integer
AnalysisMethodAAnalysisMethod(0=General2ndOrder 1=Amplified1stOrder)Integer
SteelTypeSSteelType(0=HotRolled 1=HotFinished 2=ColdForm 3=StressRelieved 4=LightlyWelded 5=HeavilyWelded)Integer
PhiBendingBCapacity factor, Phi BendingNumber
PhiCompressionCCapacity factor, Phi CompressionNumber
PhiTensionTCapacity factor, Phi TensionNumber
PhiTensFrFCapacity factor, Phi Tension FractureNumber
PhiShearSCapacity factor, Phi ShearNumber
DeflectionDConsider DeflectionBoolean
DLDeflectionLimitDDL deflection limit, L/ValueNumber
SDLLLDeflectionLimitSSDL + LL deflection limit, L/ValueNumber
LLDeflectionLimitLLL deflection limit, L/ValueNumber
TotalDeflectionLimitTTotal deflection limit, L/ValueNumber
CamberLimitCTotal camber limit, L/ValueNumber
PatternLiveLoadFactorPPattern live load factorNumber
DemandCapacityRatioLimitLDemand/capacity ratio limitNumber
DesignOverWritesODesign Over WritesGeneric Data

Outputs

NameIDDescriptionType
Design CodeDSteel Design Code AS4100Generic Data

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