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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Steel Design AISC360

Steel Design Code AISC360

Inputs

Name	ID	Description	Type
Version	V	Version(0=AISC360_05_IBC2006 1=AISC360_10)	Integer
MultiResponse	MR	MultiResponse(0=Envelopes 1=StepByStep 2=LastStep 3=EnvelopesAll 4=StepByStepAll)	Integer
FramingType	T	FramingType(0=SMF 1=IMF 2=OMF 3=SCBF 4=OCBF 5=OCBFI 6=EBF)	Integer
Seismic Design Cat	S	Seismic Design Cat(0=A 1=B 2=C 3=D 4=E 5=F)	Integer
ImportanceFactor	I	Importance Factor	Number
DesignSystemRho	Rh	Design System Rho	Number
DesignSystemSds	Sds	Design System Sds	Number
DesignSystemR	R	Design System R	Number
DesignSystemOmega0	O	Design System Omega0	Number
DesignSystemCd	Cd	Design System Cd	Number
Design Provision	D	Design Provision(0=LRFD 1=ASD)	Integer
Analysis Method	D	Analysis Method(0=Direct_Analysis 1=Effective_Length 2=Limited_1st_Order)	Integer
Second Order Method	S	Second Order Method(0=General_2nd_Order 1=Amplified_1st_Order)	Integer
Stiffness Reduction Method	S	Stiffness Reduction Method(0=Taub_Variable 1=Taub_Fixed 2=No_Modification)	Integer
Notional Load Coeff	N	Notional load coefficient	Number
Phi Bending	B	Phi Bending	Number
Phi Compression	C	Phi Compression	Number
Phi Tension Yield	Y	Phi Tension Yield	Number
Phi Tension Fracture	F	Phi Tension Fracture	Number
Phi Shear	S	Phi Shear	Number
Phi Shear W RolledI	SI	Phi Shear Sort WebbedRolledI	Number
Phi Torsion	T	Phi Torsion	Number
Ignore Seismic	S	Ignore Seismic	Boolean
Ignore Special Seismic	SS	Ignore Special Seismic	Boolean
Double Plate Plug Welded	P	Double Plate Plug Welded	Boolean
HSS Welding Type	W	HSS Welding Type:(0=ERW 1=SAW)	Integer
Reduce HSS Thick	R	Reduce HSS Thick	Boolean
Consider 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 AISC360	Generic Data