Section properties for WT20X181
Structural sectional properties for a WT20X181 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT20X181 |
| Cross Sectional Area | A | 53.2 in2 |
| Section Width | b | 16 in |
| Section Depth | d | 20.3 in |
| Flange thickness | tf | 2.01 in |
| Web thickness | tw | 1.12 in |
| Radius of Gyration about X-X | rx | 5.92 in |
| Radius of Gyrations about Y-Y | ry | 3.6 in |
| Moment of Inertia about X-X | Ix | 1870 in4 |
| Moment of Intertia about Y-Y | Iy | 691 in4 |
| Elastic Section Modulus about X-X | Sx | 122 in3 |
| Elastic Section Modulus about Y-Y | Sy | 86.3 in3 |
| Plastic Section Modulus about X-X | Zx | 217 in3 |
| Plastic Section Modulus about Y-Y | Zy | 135 in3 |
| St. Venant Torsional Constant | J | 54.2 in4 |
| Warping Torsion Constant | Cw | 511 in6 |
| Self Weight of section per foot | Weight | 181 lb/ft |
A WT20X181 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 181 lb/ft and has a cross sectional area of 53.2 in2. The height and width of the section are 20.3 in and 16 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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