Section properties for WT20X107.5
Structural sectional properties for a WT20X107.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT20X107.5 |
| Cross Sectional Area | A | 31.8 in2 |
| Section Width | b | 15.8 in |
| Section Depth | d | 19.5 in |
| Flange thickness | tf | 1.22 in |
| Web thickness | tw | 0.65 in |
| Radius of Gyration about X-X | rx | 5.71 in |
| Radius of Gyrations about Y-Y | ry | 3.54 in |
| Moment of Inertia about X-X | Ix | 1030 in4 |
| Moment of Intertia about Y-Y | Iy | 398 in4 |
| Elastic Section Modulus about X-X | Sx | 68 in3 |
| Elastic Section Modulus about Y-Y | Sy | 50.5 in3 |
| Plastic Section Modulus about X-X | Zx | 120 in3 |
| Plastic Section Modulus about Y-Y | Zy | 77.8 in3 |
| St. Venant Torsional Constant | J | 12.4 in4 |
| Warping Torsion Constant | Cw | 101 in6 |
| Self Weight of section per foot | Weight | 107.5 lb/ft |
A WT20X107.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 107.5 lb/ft and has a cross sectional area of 31.8 in2. The height and width of the section are 19.5 in and 15.8 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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