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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Steel Design Eurocode3

Inputs

Name	ID	Description	Type
Version	V	Version(0=Eurocode_3_2005 1=Eurocode_3_1993)Only Eurocode 3 2005 Implemented. Contact support@geometrygym.com for further options	Integer
Country	C	Country(0=CEN_Default 1=United_Kingdom 2=Slovenia 3=Bulgaria 4=Norway 5=Sweden 6=Finland 7=Denmark 8=Portugal 9=Germany)	Integer
Combos Eq	CE	Combos equation(0=Eq_6_10 1=Max_6_10a_and_6_10b)	Integer
K Factor Method	K	K Factor Method(0=Method_1_Annex_A 1=Method_2_Annex_B)	Integer
FramingType	T	FramingType(0=Moment_Frame 1=Braced_Frame)	Integer
GammaM0	M0	Gamma M0	Number
GammaM1	M1	Gamma M1	Number
GammaM2	M2	Gamma M2	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
MultiResponse	MR	MultiResponse(0=Default 1=Envelopes 2=StepByStep 3=LastStep 4=EnvelopesAll 5=StepByStepAll)	Integer
Reliability Class	RC	Reliability Class(0=Class_1 1=Class_2 2=Class_3)	Integer
DesignOverWrites	O	Design Over Writes	Generic Data

Outputs

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