Structural sectional properties for a WT15X54 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X54 |
Cross Sectional Area | A | 15.9 in2 |
Section Width | b | 10.5 in |
Section Depth | d | 14.9 in |
Flange thickness | tf | 0.76 in |
Web thickness | tw | 0.545 in |
Radius of Gyration about X-X | rx | 4.69 in |
Radius of Gyrations about Y-Y | ry | 2.15 in |
Moment of Inertia about X-X | Ix | 349 in4 |
Moment of Intertia about Y-Y | Iy | 73 in4 |
Elastic Section Modulus about X-X | Sx | 32 in3 |
Elastic Section Modulus about Y-Y | Sy | 13.9 in3 |
Plastic Section Modulus about X-X | Zx | 57.7 in3 |
Plastic Section Modulus about Y-Y | Zy | 21.9 in3 |
St. Venant Torsional Constant | J | 2.49 in4 |
Warping Torsion Constant | Cw | 17.3 in6 |
Self Weight of section per foot | Weight | 54 lb/ft |
A WT15X54 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 54 lb/ft and has a cross sectional area of 15.9 in2. The height and width of the section are 14.9 in and 10.5 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: