Structural sectional properties for a WT15X58 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X58 |
| Cross Sectional Area | A | 17.1 in2 |
| Section Width | b | 10.5 in |
| Section Depth | d | 15 in |
| Flange thickness | tf | 0.85 in |
| Web thickness | tw | 0.565 in |
| Radius of Gyration about X-X | rx | 4.67 in |
| Radius of Gyrations about Y-Y | ry | 2.19 in |
| Moment of Inertia about X-X | Ix | 373 in4 |
| Moment of Intertia about Y-Y | Iy | 82.1 in4 |
| Elastic Section Modulus about X-X | Sx | 33.7 in3 |
| Elastic Section Modulus about Y-Y | Sy | 15.6 in3 |
| Plastic Section Modulus about X-X | Zx | 60.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 24.6 in3 |
| St. Venant Torsional Constant | J | 3.21 in4 |
| Warping Torsion Constant | Cw | 20.5 in6 |
| Self Weight of section | Weight | 58 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X58 |
| Cross Sectional Area | A | 11032 mm2 |
| Section Width | b | 267 mm |
| Section Depth | d | 381 mm |
| Flange thickness | tf | 21.6 mm |
| Web thickness | tw | 14.4 mm |
| Radius of Gyration about X-X | rx | 119 mm |
| Radius of Gyrations about Y-Y | ry | 56 mm |
| Moment of Inertia about X-X | Ix | 155000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 34000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 552000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 256000 mm3 |
| Plastic Section Modulus about X-X | Zx | 990000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 403000 mm3 |
| St. Venant Torsional Constant | J | 1336000 mm4 |
| Warping Torsion Constant | Cw | 6000000000 mm6 |
| Self Weight of section | Weight | 86 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT15X58 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 15 in (381 mm) and 10.5 in (267 mm) respectively. It weighs 58 lb/ft (86 kg/m) and has a cross sectional area of 17.1 in2 (11032 mm2).
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: