Dimensions and section properties for W24X146
Structural sectional properties for a W24X146 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X146 |
| Cross Sectional Area | A | 43 in2 |
| Section Width | b | 12.9 in |
| Section Depth | d | 24.7 in |
| Flange thickness | tf | 1.09 in |
| Web thickness | tw | 0.65 in |
| Radius of Gyration about X-X | rx | 10.3 in |
| Radius of Gyrations about Y-Y | ry | 3.01 in |
| Moment of Inertia about X-X | Ix | 4580 in4 |
| Moment of Intertia about Y-Y | Iy | 391 in4 |
| Elastic Section Modulus about X-X | Sx | 371 in3 |
| Elastic Section Modulus about Y-Y | Sy | 60.5 in3 |
| Plastic Section Modulus about X-X | Zx | 418 in3 |
| Plastic Section Modulus about Y-Y | Zy | 93.2 in3 |
| St. Venant Torsional Constant | J | 13.4 in4 |
| Warping Torsion Constant | Cw | 54600 in6 |
| Self Weight of section | Weight | 146 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X146 |
| Cross Sectional Area | A | 27742 mm2 |
| Section Width | b | 328 mm |
| Section Depth | d | 627 mm |
| Flange thickness | tf | 27.7 mm |
| Web thickness | tw | 16.5 mm |
| Radius of Gyration about X-X | rx | 262 mm |
| Radius of Gyrations about Y-Y | ry | 76 mm |
| Moment of Inertia about X-X | Ix | 1906000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 163000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 6080000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 991000 mm3 |
| Plastic Section Modulus about X-X | Zx | 6850000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1527000 mm3 |
| St. Venant Torsional Constant | J | 5578000 mm4 |
| Warping Torsion Constant | Cw | 14662000000000 mm6 |
| Self Weight of section | Weight | 217 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X146 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 24.7 in (627 mm) and 12.9 in (328 mm) respectively. It weighs 146 lb/ft (217 kg/m) and has a cross sectional area of 43 in2 (27742 mm2).
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
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