Structural sectional properties for a W24X207 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X207 |
| Cross Sectional Area | A | 60.7 in2 |
| Section Width | b | 13 in |
| Section Depth | d | 25.7 in |
| Flange thickness | tf | 1.57 in |
| Web thickness | tw | 0.87 in |
| Radius of Gyration about X-X | rx | 10.6 in |
| Radius of Gyrations about Y-Y | ry | 3.08 in |
| Moment of Inertia about X-X | Ix | 6820 in4 |
| Moment of Intertia about Y-Y | Iy | 578 in4 |
| Elastic Section Modulus about X-X | Sx | 531 in3 |
| Elastic Section Modulus about Y-Y | Sy | 88.8 in3 |
| Plastic Section Modulus about X-X | Zx | 606 in3 |
| Plastic Section Modulus about Y-Y | Zy | 137 in3 |
| St. Venant Torsional Constant | J | 38.3 in4 |
| Warping Torsion Constant | Cw | 84100 in6 |
| Self Weight of section | Weight | 207 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X207 |
| Cross Sectional Area | A | 39161 mm2 |
| Section Width | b | 330 mm |
| Section Depth | d | 653 mm |
| Flange thickness | tf | 39.9 mm |
| Web thickness | tw | 22.1 mm |
| Radius of Gyration about X-X | rx | 269 mm |
| Radius of Gyrations about Y-Y | ry | 78 mm |
| Moment of Inertia about X-X | Ix | 2839000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 241000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 8702000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1455000 mm3 |
| Plastic Section Modulus about X-X | Zx | 9931000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 2245000 mm3 |
| St. Venant Torsional Constant | J | 15942000 mm4 |
| Warping Torsion Constant | Cw | 22584000000000 mm6 |
| Self Weight of section | Weight | 308 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X207 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 25.7 in (653 mm) and 13 in (330 mm) respectively. It weighs 207 lb/ft (308 kg/m) and has a cross sectional area of 60.7 in2 (39161 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: