Structural sectional properties for a WT7X365 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X365 |
Cross Sectional Area | A | 107 in2 |
Section Width | b | 17.9 in |
Section Depth | d | 11.2 in |
Flange thickness | tf | 4.91 in |
Web thickness | tw | 3.07 in |
Radius of Gyration about X-X | rx | 2.62 in |
Radius of Gyrations about Y-Y | ry | 4.69 in |
Moment of Inertia about X-X | Ix | 739 in4 |
Moment of Intertia about Y-Y | Iy | 2360 in4 |
Elastic Section Modulus about X-X | Sx | 95.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 264 in3 |
Plastic Section Modulus about X-X | Zx | 211 in3 |
Plastic Section Modulus about Y-Y | Zy | 408 in3 |
St. Venant Torsional Constant | J | 714 in4 |
Warping Torsion Constant | Cw | 5250 in6 |
Self Weight of section per foot | Weight | 365 lb/ft |
A WT7X365 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 365 lb/ft and has a cross sectional area of 107 in2. The height and width of the section are 11.2 in and 17.9 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: