Structural sectional properties for a WT10.5X41.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT10.5X41.5 |
Cross Sectional Area | A | 12.2 in2 |
Section Width | b | 8.36 in |
Section Depth | d | 10.7 in |
Flange thickness | tf | 0.835 in |
Web thickness | tw | 0.515 in |
Radius of Gyration about X-X | rx | 3.22 in |
Radius of Gyrations about Y-Y | ry | 1.83 in |
Moment of Inertia about X-X | Ix | 127 in4 |
Moment of Intertia about Y-Y | Iy | 40.7 in4 |
Elastic Section Modulus about X-X | Sx | 15.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.74 in3 |
Plastic Section Modulus about X-X | Zx | 28 in3 |
Plastic Section Modulus about Y-Y | Zy | 15.2 in3 |
St. Venant Torsional Constant | J | 2.16 in4 |
Warping Torsion Constant | Cw | 6.5 in6 |
Self Weight of section per foot | Weight | 41.5 lb/ft |
A WT10.5X41.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 41.5 lb/ft and has a cross sectional area of 12.2 in2. The height and width of the section are 10.7 in and 8.36 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: