C

StructuralSectionRectangleParameterized

Description:
Creates a new instance of Structural Section Rectangle Parameterized shape with the associated set of parameters, used to attach to structural element.

public StructuralSectionRectangleParameterized(
	double width,
	double height,
	double centroidHorizontal,
	double centroidVertical,
	double principalAxesAngle,
	double sectionArea,
	double perimeter,
	double nominalWeight,
	double momentOfInertiaStrongAxis,
	double momentOfInertiaWeakAxis,
	double elasticModulusStrongAxis,
	double elasticModulusWeakAxis,
	double plasticModulusStrongAxis,
	double plasticModulusWeakAxis,
	double torsionalMomentOfInertia,
	double torsionalModulus,
	double warpingConstant,
	double shearAreaStrongAxis,
	double shearAreaWeakAxis
)

Public Sub New ( _
	width As Double, _
	height As Double, _
	centroidHorizontal As Double, _
	centroidVertical As Double, _
	principalAxesAngle As Double, _
	sectionArea As Double, _
	perimeter As Double, _
	nominalWeight As Double, _
	momentOfInertiaStrongAxis As Double, _
	momentOfInertiaWeakAxis As Double, _
	elasticModulusStrongAxis As Double, _
	elasticModulusWeakAxis As Double, _
	plasticModulusStrongAxis As Double, _
	plasticModulusWeakAxis As Double, _
	torsionalMomentOfInertia As Double, _
	torsionalModulus As Double, _
	warpingConstant As Double, _
	shearAreaStrongAxis As Double, _
	shearAreaWeakAxis As Double _
)

public:
StructuralSectionRectangleParameterized(
	double width, 
	double height, 
	double centroidHorizontal, 
	double centroidVertical, 
	double principalAxesAngle, 
	double sectionArea, 
	double perimeter, 
	double nominalWeight, 
	double momentOfInertiaStrongAxis, 
	double momentOfInertiaWeakAxis, 
	double elasticModulusStrongAxis, 
	double elasticModulusWeakAxis, 
	double plasticModulusStrongAxis, 
	double plasticModulusWeakAxis, 
	double torsionalMomentOfInertia, 
	double torsionalModulus, 
	double warpingConstant, 
	double shearAreaStrongAxis, 
	double shearAreaWeakAxis
)

System.Double

width

Section width.
System.Double

height

Section height, depth.
System.Double

centroidHorizontal

Distance from centroid to the left extremites along horizontal axis.
System.Double

centroidVertical

Distance from centroid to the upper extremites along vertical axis.
System.Double

principalAxesAngle

Rotation angle between the principal axes and cross section reference planes.
System.Double

sectionArea

Cross section area.
System.Double

perimeter

Painting surface of the unit length.
System.Double

nominalWeight

Unit weight (not mass) per unit length, for self-weight calculation or quantity survey.
System.Double

momentOfInertiaStrongAxis

Moment of Inertia about main strong axis (I).
System.Double

momentOfInertiaWeakAxis

Moment of Inertia about main weak axis (I).
System.Double

elasticModulusStrongAxis

Elastic section modulus about main strong axis for calculation of bending stresses.
System.Double

elasticModulusWeakAxis

Elastic section modulus about main weak axis for calculation of bending stresses.
System.Double

plasticModulusStrongAxis

Plastic section modulus in bending about main strong axis (Z, Wpl)
System.Double

plasticModulusWeakAxis

Plastic section modulus in bending about main weak axis.
System.Double

torsionalMomentOfInertia

Torsional Moment of inertia (J, IT, K), for calculation of torsional deformation
System.Double

torsionalModulus

Section modulus for calculations of torsion stresses (Ct)
System.Double

warpingConstant

Warping constant (Cw, Iomega, H)
System.Double

shearAreaStrongAxis

Shear area (reduced extreme shear stress coefficient) in the direction of strong axis (Wq).
System.Double

shearAreaWeakAxis

Shear area (reduced extreme shear stress coefficient) in the direction of weak axis (Wq).