Creates a new instance of Structural Section I Parallel Flange shape with the associated set of parameters, used to attach to structural element.

Namespace: Autodesk.Revit.DB.Structure.StructuralSections
Assembly: RevitAPI (in RevitAPI.dll) Version: 21.0.0.0 (21.1.1.109)
Since: 2015

Syntax

C#
public StructuralSectionIParallelFlange( double width, double height, double flangeThickness, double webThickness, double webFillet, 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, double clearWebHeight, double flangeToeOfFillet, double webToeOfFillet, double boltSpacing, double boltDiameter )

public StructuralSectionIParallelFlange(
	double width,
	double height,
	double flangeThickness,
	double webThickness,
	double webFillet,
	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,
	double clearWebHeight,
	double flangeToeOfFillet,
	double webToeOfFillet,
	double boltSpacing,
	double boltDiameter
)

Visual Basic
Public Sub New ( _ width As Double, _ height As Double, _ flangeThickness As Double, _ webThickness As Double, _ webFillet 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, _ clearWebHeight As Double, _ flangeToeOfFillet As Double, _ webToeOfFillet As Double, _ boltSpacing As Double, _ boltDiameter As Double _ )

Visual Basic

Public Sub New ( _
	width As Double, _
	height As Double, _
	flangeThickness As Double, _
	webThickness As Double, _
	webFillet 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, _
	clearWebHeight As Double, _
	flangeToeOfFillet As Double, _
	webToeOfFillet As Double, _
	boltSpacing As Double, _
	boltDiameter As Double _
)

Visual C++
public: StructuralSectionIParallelFlange( double width, double height, double flangeThickness, double webThickness, double webFillet, 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, double clearWebHeight, double flangeToeOfFillet, double webToeOfFillet, double boltSpacing, double boltDiameter )

Visual C++

public:
StructuralSectionIParallelFlange(
	double width, 
	double height, 
	double flangeThickness, 
	double webThickness, 
	double webFillet, 
	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, 
	double clearWebHeight, 
	double flangeToeOfFillet, 
	double webToeOfFillet, 
	double boltSpacing, 
	double boltDiameter
)

Parameters

width: Type: System..::..Double
Section width.

height: Type: System..::..Double
Section height, depth.

flangeThickness: Type: System..::..Double
Flange Thickness.

webThickness: Type: System..::..Double
Web Thickness.

webFillet: Type: System..::..Double
Web Fillet - fillet radius between web and flange.

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

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

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

sectionArea: Type: System..::..Double
Cross section area.

perimeter: Type: System..::..Double
Painting surface of the unit length.

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

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

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

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

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

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

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

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

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

warpingConstant: Type: System..::..Double
Warping constant (Cw, Iomega, H)

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

shearAreaWeakAxis: Type: System..::..Double
Shear area (reduced extreme shear stress coefficient) in the direction of weak axis (Wq).

clearWebHeight: Type: System..::..Double
Detailing depth between the web toes Of the fillets, in.(mm)

flangeToeOfFillet: Type: System..::..Double
Detailing distance from center of web to flange toe of fillet, in. (mm)

webToeOfFillet: Type: System..::..Double
Detailing distance from outer face of flange to web toe of fillet, in. (mm)

boltSpacing: Type: System..::..Double
Standard bolt spacing, in. (mm)

boltDiameter: Type: System..::..Double
Maximum bolt hole diameter, in. (mm)

Syntax

Parameters

See Also