Dimensions and section properties for W24X192
Structural sectional properties for a W24X192 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X192 |
| Cross Sectional Area | A | 56.5 in2 |
| Section Width | b | 13 in |
| Section Depth | d | 25.5 in |
| Flange thickness | tf | 1.46 in |
| Web thickness | tw | 0.81 in |
| Radius of Gyration about X-X | rx | 10.5 in |
| Radius of Gyrations about Y-Y | ry | 3.07 in |
| Moment of Inertia about X-X | Ix | 6260 in4 |
| Moment of Intertia about Y-Y | Iy | 530 in4 |
| Elastic Section Modulus about X-X | Sx | 491 in3 |
| Elastic Section Modulus about Y-Y | Sy | 81.8 in3 |
| Plastic Section Modulus about X-X | Zx | 559 in3 |
| Plastic Section Modulus about Y-Y | Zy | 126 in3 |
| St. Venant Torsional Constant | J | 30.8 in4 |
| Warping Torsion Constant | Cw | 76300 in6 |
| Self Weight of section | Weight | 192 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W24X192 |
| Cross Sectional Area | A | 36452 mm2 |
| Section Width | b | 330 mm |
| Section Depth | d | 648 mm |
| Flange thickness | tf | 37.1 mm |
| Web thickness | tw | 20.6 mm |
| Radius of Gyration about X-X | rx | 267 mm |
| Radius of Gyrations about Y-Y | ry | 78 mm |
| Moment of Inertia about X-X | Ix | 2606000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 221000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 8046000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1340000 mm3 |
| Plastic Section Modulus about X-X | Zx | 9160000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 2065000 mm3 |
| St. Venant Torsional Constant | J | 12820000 mm4 |
| Warping Torsion Constant | Cw | 20489000000000 mm6 |
| Self Weight of section | Weight | 286 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X192 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 25.5 in (648 mm) and 13 in (330 mm) respectively. It weighs 192 lb/ft (286 kg/m) and has a cross sectional area of 56.5 in2 (36452 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
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