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

Returns size of the section boundary.

Serves as a hash function for a particular type.

Gets the Type of the current instance.

Returns a string that represents the current object.

Common set of parameters for structural analysis.

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.

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).

Name Key

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.

A parameter in structural families which allows for family type identification. This will be used for data mapping during model exchange with another program, namely Advance Steel.

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 general type of structural section shape.

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).

Section width.