Structural sectional properties for a WT7X21.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X21.5 |
Cross Sectional Area | A | 6.31 in2 |
Section Width | b | 8 in |
Section Depth | d | 6.83 in |
Flange thickness | tf | 0.53 in |
Web thickness | tw | 0.305 in |
Radius of Gyration about X-X | rx | 1.86 in |
Radius of Gyrations about Y-Y | ry | 1.89 in |
Moment of Inertia about X-X | Ix | 21.9 in4 |
Moment of Intertia about Y-Y | Iy | 22.6 in4 |
Elastic Section Modulus about X-X | Sx | 3.98 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.65 in3 |
Plastic Section Modulus about X-X | Zx | 7.05 in3 |
Plastic Section Modulus about Y-Y | Zy | 8.64 in3 |
St. Venant Torsional Constant | J | 0.522 in4 |
Warping Torsion Constant | Cw | 0.751 in6 |
Self Weight of section per foot | Weight | 21.5 lb/ft |
A WT7X21.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 21.5 lb/ft and has a cross sectional area of 6.31 in2. The height and width of the section are 6.83 in and 8 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: