Determines whether the specified Object is equal to the current Object.

Serves as a hash function for a particular type.

Gets the Type of the current instance.

Returns a string that represents the current object.

Distance from centroid to the left extremites along horizontal axis.

Distance from centroid to the upper extremites along vertical axis.

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

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

Flange Thickness.

Section height, depth.

Specifies whether the .NET object represents a valid Revit entity.

Moment of Inertia about main strong axis (I).

Moment of Inertia about main weak axis (I).

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

Painting surface of the unit length.

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

Plastic section modulus in bending about main weak axis.

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

Cross section area.

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

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

The type of structural section shape.

A human readable string representing the structural section shape.

Section modulus for calculations of torsion stresses (Ct)

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

Warping constant (Cw, Iomega, H)

Web Fillet - fillet radius between web and flange.

Web Thickness.

Section width.