Section properties for WT6X115
Structural sectional properties for a WT6X115 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X115 |
| Cross Sectional Area | A | 33.8 in2 |
| Section Width | b | 12.9 in |
| Section Depth | d | 7.53 in |
| Flange thickness | tf | 2.07 in |
| Web thickness | tw | 1.29 in |
| Radius of Gyration about X-X | rx | 1.77 in |
| Radius of Gyrations about Y-Y | ry | 3.31 in |
| Moment of Inertia about X-X | Ix | 106 in4 |
| Moment of Intertia about Y-Y | Iy | 371 in4 |
| Elastic Section Modulus about X-X | Sx | 18.5 in3 |
| Elastic Section Modulus about Y-Y | Sy | 57.5 in3 |
| Plastic Section Modulus about X-X | Zx | 39.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 88.4 in3 |
| St. Venant Torsional Constant | J | 41.6 in4 |
| Warping Torsion Constant | Cw | 148 in6 |
| Self Weight of section per foot | Weight | 115 lb/ft |
A WT6X115 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 115 lb/ft and has a cross sectional area of 33.8 in2. The height and width of the section are 7.53 in and 12.9 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
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