Section properties for WT9X20
Structural sectional properties for a WT9X20 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X20 |
| Cross Sectional Area | A | 5.88 in2 |
| Section Width | b | 6.02 in |
| Section Depth | d | 8.95 in |
| Flange thickness | tf | 0.525 in |
| Web thickness | tw | 0.315 in |
| Radius of Gyration about X-X | rx | 2.76 in |
| Radius of Gyrations about Y-Y | ry | 1.27 in |
| Moment of Inertia about X-X | Ix | 44.8 in4 |
| Moment of Intertia about Y-Y | Iy | 9.55 in4 |
| Elastic Section Modulus about X-X | Sx | 6.73 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.17 in3 |
| Plastic Section Modulus about X-X | Zx | 12 in3 |
| Plastic Section Modulus about Y-Y | Zy | 4.97 in3 |
| St. Venant Torsional Constant | J | 0.404 in4 |
| Warping Torsion Constant | Cw | 0.788 in6 |
| Self Weight of section per foot | Weight | 20 lb/ft |
A WT9X20 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 20 lb/ft and has a cross sectional area of 5.88 in2. The height and width of the section are 8.95 in and 6.02 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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