Structural sectional properties for a WT15X105.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X105.5 |
Cross Sectional Area | A | 31.1 in2 |
Section Width | b | 15.1 in |
Section Depth | d | 15.5 in |
Flange thickness | tf | 1.32 in |
Web thickness | tw | 0.775 in |
Radius of Gyration about X-X | rx | 4.43 in |
Radius of Gyrations about Y-Y | ry | 3.49 in |
Moment of Inertia about X-X | Ix | 610 in4 |
Moment of Intertia about Y-Y | Iy | 378 in4 |
Elastic Section Modulus about X-X | Sx | 50.5 in3 |
Elastic Section Modulus about Y-Y | Sy | 50.1 in3 |
Plastic Section Modulus about X-X | Zx | 89.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 77.2 in3 |
St. Venant Torsional Constant | J | 14.1 in4 |
Warping Torsion Constant | Cw | 96.4 in6 |
Self Weight of section per foot | Weight | 105.5 lb/ft |
A WT15X105.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 105.5 lb/ft and has a cross sectional area of 31.1 in2. The height and width of the section are 15.5 in and 15.1 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: