Structural sectional properties for a WT10.5X36.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT10.5X36.5 |
Cross Sectional Area | A | 10.7 in2 |
Section Width | b | 8.3 in |
Section Depth | d | 10.6 in |
Flange thickness | tf | 0.74 in |
Web thickness | tw | 0.455 in |
Radius of Gyration about X-X | rx | 3.21 in |
Radius of Gyrations about Y-Y | ry | 1.81 in |
Moment of Inertia about X-X | Ix | 110 in4 |
Moment of Intertia about Y-Y | Iy | 35.3 in4 |
Elastic Section Modulus about X-X | Sx | 13.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 8.51 in3 |
Plastic Section Modulus about X-X | Zx | 24.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 13.3 in3 |
St. Venant Torsional Constant | J | 1.51 in4 |
Warping Torsion Constant | Cw | 4.42 in6 |
Self Weight of section per foot | Weight | 36.5 lb/ft |
A WT10.5X36.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 36.5 lb/ft and has a cross sectional area of 10.7 in2. The height and width of the section are 10.6 in and 8.3 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: