StructuralSectionIParallelFlange Constructor


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
)
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
)

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)

See Also