Section properties for WT6X32.5
Structural sectional properties for a WT6X32.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X32.5 |
| Cross Sectional Area | A | 9.54 in2 |
| Section Width | b | 12 in |
| Section Depth | d | 6.06 in |
| Flange thickness | tf | 0.605 in |
| Web thickness | tw | 0.39 in |
| Radius of Gyration about X-X | rx | 1.47 in |
| Radius of Gyrations about Y-Y | ry | 3.02 in |
| Moment of Inertia about X-X | Ix | 20.6 in4 |
| Moment of Intertia about Y-Y | Iy | 87.2 in4 |
| Elastic Section Modulus about X-X | Sx | 4.06 in3 |
| Elastic Section Modulus about Y-Y | Sy | 14.5 in3 |
| Plastic Section Modulus about X-X | Zx | 7.5 in3 |
| Plastic Section Modulus about Y-Y | Zy | 22 in3 |
| St. Venant Torsional Constant | J | 1.09 in4 |
| Warping Torsion Constant | Cw | 2.97 in6 |
| Self Weight of section per foot | Weight | 32.5 lb/ft |
A WT6X32.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 32.5 lb/ft and has a cross sectional area of 9.54 in2. The height and width of the section are 6.06 in and 12 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