Structural sectional properties for a WT13.5X57 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X57 |
Cross Sectional Area | A | 16.8 in2 |
Section Width | b | 10.1 in |
Section Depth | d | 13.6 in |
Flange thickness | tf | 0.93 in |
Web thickness | tw | 0.57 in |
Radius of Gyration about X-X | rx | 4.15 in |
Radius of Gyrations about Y-Y | ry | 2.18 in |
Moment of Inertia about X-X | Ix | 289 in4 |
Moment of Intertia about Y-Y | Iy | 79.3 in4 |
Elastic Section Modulus about X-X | Sx | 28.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.8 in3 |
Plastic Section Modulus about X-X | Zx | 50.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 24.6 in3 |
St. Venant Torsional Constant | J | 3.65 in4 |
Warping Torsion Constant | Cw | 17.5 in6 |
Self Weight of section per foot | Weight | 57 lb/ft |
A WT13.5X57 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 57 lb/ft and has a cross sectional area of 16.8 in2. The height and width of the section are 13.6 in and 10.1 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: