Structural sectional properties for a WT13.5X129 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X129 |
Cross Sectional Area | A | 38.1 in2 |
Section Width | b | 14.3 in |
Section Depth | d | 14.5 in |
Flange thickness | tf | 1.77 in |
Web thickness | tw | 0.98 in |
Radius of Gyration about X-X | rx | 4.02 in |
Radius of Gyrations about Y-Y | ry | 3.36 in |
Moment of Inertia about X-X | Ix | 613 in4 |
Moment of Intertia about Y-Y | Iy | 430 in4 |
Elastic Section Modulus about X-X | Sx | 54.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 60.2 in3 |
Plastic Section Modulus about X-X | Zx | 98.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 93.3 in3 |
St. Venant Torsional Constant | J | 30.7 in4 |
Warping Torsion Constant | Cw | 178 in6 |
Self Weight of section per foot | Weight | 129 lb/ft |
A WT13.5X129 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 129 lb/ft and has a cross sectional area of 38.1 in2. The height and width of the section are 14.5 in and 14.3 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: