StrainLoad(String, Vector3, Vector3, String) Constructor

public StrainLoad(
	string beamId,
	Vector3 eps0,
	Vector3 kappa0,
	string LcName
)

Public Sub New ( 
	beamId As String,
	eps0 As Vector3,
	kappa0 As Vector3,
	LcName As String
)

public:
StrainLoad(
	String^ beamId, 
	Vector3 eps0, 
	Vector3 kappa0, 
	String^ LcName
)

new : 
        beamId : string * 
        eps0 : Vector3 * 
        kappa0 : Vector3 * 
        LcName : string -> StrainLoad

Parameters

beamId  String

identifier of beam where the load shall be applied to.

eps0  Vector3

initial axial strain: a positive number means elongation which causes compression in case of constrained translational dofs.

kappa0  Vector3

initial curvature about the local coordinate system axes.

LcName  String

name of load-case where load should be active.

Reference