Structural sectional properties for a WT20X296.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT20X296.5 |
Cross Sectional Area | A | 87.2 in2 |
Section Width | b | 16.7 in |
Section Depth | d | 21.5 in |
Flange thickness | tf | 3.23 in |
Web thickness | tw | 1.79 in |
Radius of Gyration about X-X | rx | 6.16 in |
Radius of Gyrations about Y-Y | ry | 3.8 in |
Moment of Inertia about X-X | Ix | 3310 in4 |
Moment of Intertia about Y-Y | Iy | 1260 in4 |
Elastic Section Modulus about X-X | Sx | 209 in3 |
Elastic Section Modulus about Y-Y | Sy | 151 in3 |
Plastic Section Modulus about X-X | Zx | 379 in3 |
Plastic Section Modulus about Y-Y | Zy | 240 in3 |
St. Venant Torsional Constant | J | 221 in4 |
Warping Torsion Constant | Cw | 2340 in6 |
Self Weight of section per foot | Weight | 296.5 lb/ft |
A WT20X296.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 296.5 lb/ft and has a cross sectional area of 87.2 in2. The height and width of the section are 21.5 in and 16.7 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: