Dimensions and section properties for W24X117
Structural sectional properties for a W24X117 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X117 |
| Cross Sectional Area | A | 34.4 in2 |
| Section Width | b | 12.8 in |
| Section Depth | d | 24.3 in |
| Flange thickness | tf | 0.85 in |
| Web thickness | tw | 0.55 in |
| Radius of Gyration about X-X | rx | 10.1 in |
| Radius of Gyrations about Y-Y | ry | 2.94 in |
| Moment of Inertia about X-X | Ix | 3540 in4 |
| Moment of Intertia about Y-Y | Iy | 297 in4 |
| Elastic Section Modulus about X-X | Sx | 291 in3 |
| Elastic Section Modulus about Y-Y | Sy | 46.5 in3 |
| Plastic Section Modulus about X-X | Zx | 327 in3 |
| Plastic Section Modulus about Y-Y | Zy | 71.4 in3 |
| St. Venant Torsional Constant | J | 6.72 in4 |
| Warping Torsion Constant | Cw | 40800 in6 |
| Self Weight of section | Weight | 117 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X117 |
| Cross Sectional Area | A | 22194 mm2 |
| Section Width | b | 325 mm |
| Section Depth | d | 617 mm |
| Flange thickness | tf | 21.6 mm |
| Web thickness | tw | 14 mm |
| Radius of Gyration about X-X | rx | 257 mm |
| Radius of Gyrations about Y-Y | ry | 75 mm |
| Moment of Inertia about X-X | Ix | 1473000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 124000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 4769000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 762000 mm3 |
| Plastic Section Modulus about X-X | Zx | 5359000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1170000 mm3 |
| St. Venant Torsional Constant | J | 2797000 mm4 |
| Warping Torsion Constant | Cw | 10956000000000 mm6 |
| Self Weight of section | Weight | 174 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X117 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 24.3 in (617 mm) and 12.8 in (325 mm) respectively. It weighs 117 lb/ft (174 kg/m) and has a cross sectional area of 34.4 in2 (22194 mm2).
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft