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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Material Params Rebar

Generate Rebar Material Parameters for input into the user defined Material Component.

Inputs

Name	ID	Description	Type
Fy	Fy	The minimum yield stress MPa	Number
Fu	Fu	The minimum tensile stress. MPa	Number
EFy	EFy	The expected yield stress. MPa	Number
EFu	EFu	The expected tensile stress. MPa	Number
Set by Weight	W	Set the Material by Weight Desity, rather than Mass Density	Boolean
Weight	W	The Weight of the material kN/m3	Number
SS Curve Type	SC	The stress-strain curve type: (0=User_Defined 1=Parametric_Simple 2=Parametric_Park)	Integer
HysS Curve Type	SC	The stress-strain hysteresis type: (0=Elastic 1=Kinematic 2=Takeda)	Integer
Strain at Hardening	S	This item applies only when parametric stress-strain curves are used and when UseCaltransSSDefaults is False. It is the strain at the onset of strain hardening	Number
Strain Ultimate	U	This item applies only when parametric stress-strain curves are used and when UseCaltransSSDefaults is False. It is the ultimate strain capacity. This item must be larger than the StrainAtHardening item	Number
Final Slope	S	This item applies only to parametric stress-strain curves. It is a multiplier on the material modulus of elasticity, E. This value multiplied times E gives the final slope of the curve.	Number
UseCaltransSSDefaults	C	If this item is True, the program uses Caltrans default controlling strain values, which are bar size dependent	Boolean

Outputs

Name	ID	Description	Type
Material Params	M	Structural Material Params. Wire into a User defined Material Component to Set Material Type	Generic Data