Structural sectional properties for a WT7X26.5 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X26.5 |
| Cross Sectional Area | A | 7.8 in2 |
| Section Width | b | 8.06 in |
| Section Depth | d | 6.96 in |
| Flange thickness | tf | 0.66 in |
| Web thickness | tw | 0.37 in |
| Radius of Gyration about X-X | rx | 1.88 in |
| Radius of Gyrations about Y-Y | ry | 1.92 in |
| Moment of Inertia about X-X | Ix | 27.6 in4 |
| Moment of Intertia about Y-Y | Iy | 28.8 in4 |
| Elastic Section Modulus about X-X | Sx | 4.94 in3 |
| Elastic Section Modulus about Y-Y | Sy | 7.15 in3 |
| Plastic Section Modulus about X-X | Zx | 8.87 in3 |
| Plastic Section Modulus about Y-Y | Zy | 11 in3 |
| St. Venant Torsional Constant | J | 0.967 in4 |
| Warping Torsion Constant | Cw | 1.46 in6 |
| Self Weight of section | Weight | 26.5 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X26.5 |
| Cross Sectional Area | A | 5032 mm2 |
| Section Width | b | 205 mm |
| Section Depth | d | 177 mm |
| Flange thickness | tf | 16.8 mm |
| Web thickness | tw | 9.4 mm |
| Radius of Gyration about X-X | rx | 48 mm |
| Radius of Gyrations about Y-Y | ry | 49 mm |
| Moment of Inertia about X-X | Ix | 11000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 12000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 81000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 117000 mm3 |
| Plastic Section Modulus about X-X | Zx | 145000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 180000 mm3 |
| St. Venant Torsional Constant | J | 402000 mm4 |
| Warping Torsion Constant | Cw | 0 mm6 |
| Self Weight of section | Weight | 39 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT7X26.5 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 6.96 in (177 mm) and 8.06 in (205 mm) respectively. It weighs 26.5 lb/ft (39 kg/m) and has a cross sectional area of 7.8 in2 (5032 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: