Structural sectional properties for a WT10.5X34 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT10.5X34 |
Cross Sectional Area | A | 10 in2 |
Section Width | b | 8.27 in |
Section Depth | d | 10.6 in |
Flange thickness | tf | 0.685 in |
Web thickness | tw | 0.43 in |
Radius of Gyration about X-X | rx | 3.2 in |
Radius of Gyrations about Y-Y | ry | 1.8 in |
Moment of Inertia about X-X | Ix | 103 in4 |
Moment of Intertia about Y-Y | Iy | 32.4 in4 |
Elastic Section Modulus about X-X | Sx | 12.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 7.83 in3 |
Plastic Section Modulus about X-X | Zx | 22.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 12.2 in3 |
St. Venant Torsional Constant | J | 1.22 in4 |
Warping Torsion Constant | Cw | 3.62 in6 |
Self Weight of section per foot | Weight | 34 lb/ft |
A WT10.5X34 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 34 lb/ft and has a cross sectional area of 10 in2. The height and width of the section are 10.6 in and 8.27 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: