Section properties for WT7X250
Structural sectional properties for a WT7X250 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X250 |
| Cross Sectional Area | A | 73.5 in2 |
| Section Width | b | 17 in |
| Section Depth | d | 9.8 in |
| Flange thickness | tf | 3.5 in |
| Web thickness | tw | 2.19 in |
| Radius of Gyration about X-X | rx | 2.26 in |
| Radius of Gyrations about Y-Y | ry | 4.43 in |
| Moment of Inertia about X-X | Ix | 375 in4 |
| Moment of Intertia about Y-Y | Iy | 1440 in4 |
| Elastic Section Modulus about X-X | Sx | 52.7 in3 |
| Elastic Section Modulus about Y-Y | Sy | 169 in3 |
| Plastic Section Modulus about X-X | Zx | 117 in3 |
| Plastic Section Modulus about Y-Y | Zy | 261 in3 |
| St. Venant Torsional Constant | J | 254 in4 |
| Warping Torsion Constant | Cw | 1620 in6 |
| Self Weight of section per foot | Weight | 250 lb/ft |
A WT7X250 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 250 lb/ft and has a cross sectional area of 73.5 in2. The height and width of the section are 9.8 in and 17 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
Calcs.app