Structural sectional properties for a WT9X23 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X23 |
| Cross Sectional Area | A | 6.77 in2 |
| Section Width | b | 6.06 in |
| Section Depth | d | 9.03 in |
| Flange thickness | tf | 0.605 in |
| Web thickness | tw | 0.36 in |
| Radius of Gyration about X-X | rx | 2.77 in |
| Radius of Gyrations about Y-Y | ry | 1.29 in |
| Moment of Inertia about X-X | Ix | 52.1 in4 |
| Moment of Intertia about Y-Y | Iy | 11.3 in4 |
| Elastic Section Modulus about X-X | Sx | 7.77 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.71 in3 |
| Plastic Section Modulus about X-X | Zx | 13.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.84 in3 |
| St. Venant Torsional Constant | J | 0.609 in4 |
| Warping Torsion Constant | Cw | 1.2 in6 |
| Self Weight of section | Weight | 23 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X23 |
| Cross Sectional Area | A | 4368 mm2 |
| Section Width | b | 154 mm |
| Section Depth | d | 229 mm |
| Flange thickness | tf | 15.4 mm |
| Web thickness | tw | 9.1 mm |
| Radius of Gyration about X-X | rx | 70 mm |
| Radius of Gyrations about Y-Y | ry | 33 mm |
| Moment of Inertia about X-X | Ix | 22000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 127000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 61000 mm3 |
| Plastic Section Modulus about X-X | Zx | 228000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 96000 mm3 |
| St. Venant Torsional Constant | J | 253000 mm4 |
| Warping Torsion Constant | Cw | 0 mm6 |
| Self Weight of section | Weight | 34 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT9X23 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 9.03 in (229 mm) and 6.06 in (154 mm) respectively. It weighs 23 lb/ft (34 kg/m) and has a cross sectional area of 6.77 in2 (4368 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: