Structural sectional properties for a WT13.5X269.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X269.5 |
Cross Sectional Area | A | 79.3 in2 |
Section Width | b | 15.3 in |
Section Depth | d | 16.3 in |
Flange thickness | tf | 3.54 in |
Web thickness | tw | 1.97 in |
Radius of Gyration about X-X | rx | 4.39 in |
Radius of Gyrations about Y-Y | ry | 3.65 in |
Moment of Inertia about X-X | Ix | 1530 in4 |
Moment of Intertia about Y-Y | Iy | 1060 in4 |
Elastic Section Modulus about X-X | Sx | 128 in3 |
Elastic Section Modulus about Y-Y | Sy | 138 in3 |
Plastic Section Modulus about X-X | Zx | 242 in3 |
Plastic Section Modulus about Y-Y | Zy | 218 in3 |
St. Venant Torsional Constant | J | 247 in4 |
Warping Torsion Constant | Cw | 1740 in6 |
Self Weight of section per foot | Weight | 269.5 lb/ft |
A WT13.5X269.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 269.5 lb/ft and has a cross sectional area of 79.3 in2. The height and width of the section are 16.3 in and 15.3 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: