Structural sectional properties for a WT10.5X31 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT10.5X31 |
Cross Sectional Area | A | 9.13 in2 |
Section Width | b | 8.24 in |
Section Depth | d | 10.5 in |
Flange thickness | tf | 0.615 in |
Web thickness | tw | 0.4 in |
Radius of Gyration about X-X | rx | 3.21 in |
Radius of Gyrations about Y-Y | ry | 1.77 in |
Moment of Inertia about X-X | Ix | 93.8 in4 |
Moment of Intertia about Y-Y | Iy | 28.7 in4 |
Elastic Section Modulus about X-X | Sx | 11.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.97 in3 |
Plastic Section Modulus about X-X | Zx | 21.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 10.9 in3 |
St. Venant Torsional Constant | J | 0.913 in4 |
Warping Torsion Constant | Cw | 2.78 in6 |
Self Weight of section per foot | Weight | 31 lb/ft |
A WT10.5X31 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 31 lb/ft and has a cross sectional area of 9.13 in2. The height and width of the section are 10.5 in and 8.24 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: