Structural sectional properties for a WT20X117.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT20X117.5 |
Cross Sectional Area | A | 34.6 in2 |
Section Width | b | 11.9 in |
Section Depth | d | 19.8 in |
Flange thickness | tf | 1.58 in |
Web thickness | tw | 0.83 in |
Radius of Gyration about X-X | rx | 6.04 in |
Radius of Gyrations about Y-Y | ry | 2.54 in |
Moment of Inertia about X-X | Ix | 1260 in4 |
Moment of Intertia about Y-Y | Iy | 222 in4 |
Elastic Section Modulus about X-X | Sx | 85.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 37.3 in3 |
Plastic Section Modulus about X-X | Zx | 153 in3 |
Plastic Section Modulus about Y-Y | Zy | 59 in3 |
St. Venant Torsional Constant | J | 20.6 in4 |
Warping Torsion Constant | Cw | 156 in6 |
Self Weight of section per foot | Weight | 117.5 lb/ft |
A WT20X117.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 117.5 lb/ft and has a cross sectional area of 34.6 in2. The height and width of the section are 19.8 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: