Structural sectional properties for a WT13.5X89 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X89 |
Cross Sectional Area | A | 26.3 in2 |
Section Width | b | 14.1 in |
Section Depth | d | 13.9 in |
Flange thickness | tf | 1.19 in |
Web thickness | tw | 0.725 in |
Radius of Gyration about X-X | rx | 3.97 in |
Radius of Gyrations about Y-Y | ry | 3.25 in |
Moment of Inertia about X-X | Ix | 414 in4 |
Moment of Intertia about Y-Y | Iy | 278 in4 |
Elastic Section Modulus about X-X | Sx | 38.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 39.4 in3 |
Plastic Section Modulus about X-X | Zx | 67.7 in3 |
Plastic Section Modulus about Y-Y | Zy | 60.8 in3 |
St. Venant Torsional Constant | J | 10 in4 |
Warping Torsion Constant | Cw | 57.7 in6 |
Self Weight of section per foot | Weight | 89 lb/ft |
A WT13.5X89 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 89 lb/ft and has a cross sectional area of 26.3 in2. The height and width of the section are 13.9 in and 14.1 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: