Structural sectional properties for a WT10.5X24 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT10.5X24 |
Cross Sectional Area | A | 7.07 in2 |
Section Width | b | 8.14 in |
Section Depth | d | 10.3 in |
Flange thickness | tf | 0.43 in |
Web thickness | tw | 0.35 in |
Radius of Gyration about X-X | rx | 3.26 in |
Radius of Gyrations about Y-Y | ry | 1.66 in |
Moment of Inertia about X-X | Ix | 74.9 in4 |
Moment of Intertia about Y-Y | Iy | 19.4 in4 |
Elastic Section Modulus about X-X | Sx | 9.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 4.76 in3 |
Plastic Section Modulus about X-X | Zx | 17.8 in3 |
Plastic Section Modulus about Y-Y | Zy | 7.44 in3 |
St. Venant Torsional Constant | J | 0.4 in4 |
Warping Torsion Constant | Cw | 1.52 in6 |
Self Weight of section per foot | Weight | 24 lb/ft |
A WT10.5X24 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 24 lb/ft and has a cross sectional area of 7.07 in2. The height and width of the section are 10.3 in and 8.14 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: