Structural sectional properties for a WT15X54 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X54 |
| Cross Sectional Area | A | 15.9 in2 |
| Section Width | b | 10.5 in |
| Section Depth | d | 14.9 in |
| Flange thickness | tf | 0.76 in |
| Web thickness | tw | 0.545 in |
| Radius of Gyration about X-X | rx | 4.69 in |
| Radius of Gyrations about Y-Y | ry | 2.15 in |
| Moment of Inertia about X-X | Ix | 349 in4 |
| Moment of Intertia about Y-Y | Iy | 73 in4 |
| Elastic Section Modulus about X-X | Sx | 32 in3 |
| Elastic Section Modulus about Y-Y | Sy | 13.9 in3 |
| Plastic Section Modulus about X-X | Zx | 57.7 in3 |
| Plastic Section Modulus about Y-Y | Zy | 21.9 in3 |
| St. Venant Torsional Constant | J | 2.49 in4 |
| Warping Torsion Constant | Cw | 17.3 in6 |
| Self Weight of section | Weight | 54 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X54 |
| Cross Sectional Area | A | 10258 mm2 |
| Section Width | b | 267 mm |
| Section Depth | d | 378 mm |
| Flange thickness | tf | 19.3 mm |
| Web thickness | tw | 13.8 mm |
| Radius of Gyration about X-X | rx | 119 mm |
| Radius of Gyrations about Y-Y | ry | 55 mm |
| Moment of Inertia about X-X | Ix | 145000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 30000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 524000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 228000 mm3 |
| Plastic Section Modulus about X-X | Zx | 946000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 359000 mm3 |
| St. Venant Torsional Constant | J | 1036000 mm4 |
| Warping Torsion Constant | Cw | 5000000000 mm6 |
| Self Weight of section | Weight | 80 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT15X54 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 14.9 in (378 mm) and 10.5 in (267 mm) respectively. It weighs 54 lb/ft (80 kg/m) and has a cross sectional area of 15.9 in2 (10258 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: