Dimensions and section properties for WT22X115
Structural sectional properties for a WT22X115 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT22X115 |
| Cross Sectional Area | A | 33.9 in2 |
| Section Width | b | 15.8 in |
| Section Depth | d | 21.5 in |
| Flange thickness | tf | 1.22 in |
| Web thickness | tw | 0.71 in |
| Radius of Gyration about X-X | rx | 6.53 in |
| Radius of Gyrations about Y-Y | ry | 3.43 in |
| Moment of Inertia about X-X | Ix | 1440 in4 |
| Moment of Intertia about Y-Y | Iy | 398 in4 |
| Elastic Section Modulus about X-X | Sx | 88.6 in3 |
| Elastic Section Modulus about Y-Y | Sy | 50.5 in3 |
| Plastic Section Modulus about X-X | Zx | 157 in3 |
| Plastic Section Modulus about Y-Y | Zy | 78.3 in3 |
| St. Venant Torsional Constant | J | 12.4 in4 |
| Warping Torsion Constant | Cw | 139 in6 |
| Self Weight of section | Weight | 115 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT22X115 |
| Cross Sectional Area | A | 21871 mm2 |
| Section Width | b | 401 mm |
| Section Depth | d | 546 mm |
| Flange thickness | tf | 31 mm |
| Web thickness | tw | 18 mm |
| Radius of Gyration about X-X | rx | 166 mm |
| Radius of Gyrations about Y-Y | ry | 87 mm |
| Moment of Inertia about X-X | Ix | 599000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 166000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1452000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 828000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2573000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1283000 mm3 |
| St. Venant Torsional Constant | J | 5161000 mm4 |
| Warping Torsion Constant | Cw | 37000000000 mm6 |
| Self Weight of section | Weight | 171 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT22X115 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 115 lb/ft and has a cross sectional area of 33.9 in2. The height and width of the section are 21.5 in and 15.8 in respectively.
The section has a tensile yield capacity of:
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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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