Structural sectional properties for a WT20X196 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT20X196 |
Cross Sectional Area | A | 57.8 in2 |
Section Width | b | 12.4 in |
Section Depth | d | 20.8 in |
Flange thickness | tf | 2.52 in |
Web thickness | tw | 1.42 in |
Radius of Gyration about X-X | rx | 6.27 in |
Radius of Gyrations about Y-Y | ry | 2.64 in |
Moment of Inertia about X-X | Ix | 2270 in4 |
Moment of Intertia about Y-Y | Iy | 401 in4 |
Elastic Section Modulus about X-X | Sx | 153 in3 |
Elastic Section Modulus about Y-Y | Sy | 64.9 in3 |
Plastic Section Modulus about X-X | Zx | 275 in3 |
Plastic Section Modulus about Y-Y | Zy | 106 in3 |
St. Venant Torsional Constant | J | 85.4 in4 |
Warping Torsion Constant | Cw | 796 in6 |
Self Weight of section per foot | Weight | 196 lb/ft |
A WT20X196 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 196 lb/ft and has a cross sectional area of 57.8 in2. The height and width of the section are 20.8 in and 12.4 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: