Structural sectional properties for a WT20X132 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT20X132 |
Cross Sectional Area | A | 38.7 in2 |
Section Width | b | 11.9 in |
Section Depth | d | 20 in |
Flange thickness | tf | 1.73 in |
Web thickness | tw | 0.96 in |
Radius of Gyration about X-X | rx | 6.11 in |
Radius of Gyrations about Y-Y | ry | 2.52 in |
Moment of Inertia about X-X | Ix | 1450 in4 |
Moment of Intertia about Y-Y | Iy | 246 in4 |
Elastic Section Modulus about X-X | Sx | 99.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 41.3 in3 |
Plastic Section Modulus about X-X | Zx | 178 in3 |
Plastic Section Modulus about Y-Y | Zy | 66 in3 |
St. Venant Torsional Constant | J | 27.9 in4 |
Warping Torsion Constant | Cw | 233 in6 |
Self Weight of section per foot | Weight | 132 lb/ft |
A WT20X132 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 132 lb/ft and has a cross sectional area of 38.7 in2. The height and width of the section are 20 in and 11.9 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: