Section properties for WT9X117
Structural sectional properties for a WT9X117 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X117 |
| Cross Sectional Area | A | 34.3 in2 |
| Section Width | b | 11.7 in |
| Section Depth | d | 10.5 in |
| Flange thickness | tf | 2.11 in |
| Web thickness | tw | 1.16 in |
| Radius of Gyration about X-X | rx | 2.75 in |
| Radius of Gyrations about Y-Y | ry | 2.85 in |
| Moment of Inertia about X-X | Ix | 261 in4 |
| Moment of Intertia about Y-Y | Iy | 279 in4 |
| Elastic Section Modulus about X-X | Sx | 32.7 in3 |
| Elastic Section Modulus about Y-Y | Sy | 47.9 in3 |
| Plastic Section Modulus about X-X | Zx | 62.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 74.4 in3 |
| St. Venant Torsional Constant | J | 39.1 in4 |
| Warping Torsion Constant | Cw | 140 in6 |
| Self Weight of section per foot | Weight | 117 lb/ft |
A WT9X117 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 117 lb/ft and has a cross sectional area of 34.3 in2. The height and width of the section are 10.5 in and 11.7 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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