Structural sectional properties for a WT15X163 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X163 |
Cross Sectional Area | A | 48 in2 |
Section Width | b | 15.4 in |
Section Depth | d | 16.2 in |
Flange thickness | tf | 2.05 in |
Web thickness | tw | 1.14 in |
Radius of Gyration about X-X | rx | 4.52 in |
Radius of Gyrations about Y-Y | ry | 3.6 in |
Moment of Inertia about X-X | Ix | 981 in4 |
Moment of Intertia about Y-Y | Iy | 622 in4 |
Elastic Section Modulus about X-X | Sx | 78.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 81 in3 |
Plastic Section Modulus about X-X | Zx | 143 in3 |
Plastic Section Modulus about Y-Y | Zy | 126 in3 |
St. Venant Torsional Constant | J | 51.2 in4 |
Warping Torsion Constant | Cw | 361 in6 |
Self Weight of section per foot | Weight | 163 lb/ft |
A WT15X163 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 163 lb/ft and has a cross sectional area of 48 in2. The height and width of the section are 16.2 in and 15.4 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: