Section properties for WT18X91
Structural sectional properties for a WT18X91 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT18X91 |
| Cross Sectional Area | A | 26.8 in2 |
| Section Width | b | 12.1 in |
| Section Depth | d | 18.2 in |
| Flange thickness | tf | 1.18 in |
| Web thickness | tw | 0.725 in |
| Radius of Gyration about X-X | rx | 5.62 in |
| Radius of Gyrations about Y-Y | ry | 2.55 in |
| Moment of Inertia about X-X | Ix | 845 in4 |
| Moment of Intertia about Y-Y | Iy | 174 in4 |
| Elastic Section Modulus about X-X | Sx | 63.1 in3 |
| Elastic Section Modulus about Y-Y | Sy | 28.8 in3 |
| Plastic Section Modulus about X-X | Zx | 113 in3 |
| Plastic Section Modulus about Y-Y | Zy | 45.3 in3 |
| St. Venant Torsional Constant | J | 9.2 in4 |
| Warping Torsion Constant | Cw | 77.6 in6 |
| Self Weight of section per foot | Weight | 91 lb/ft |
A WT18X91 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 91 lb/ft and has a cross sectional area of 26.8 in2. The height and width of the section are 18.2 in and 12.1 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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