Dimensions and section properties for W18X192
Structural sectional properties for a W18X192 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W18X192 |
| Cross Sectional Area | A | 56.2 in2 |
| Section Width | b | 11.5 in |
| Section Depth | d | 20.4 in |
| Flange thickness | tf | 1.75 in |
| Web thickness | tw | 0.96 in |
| Radius of Gyration about X-X | rx | 8.28 in |
| Radius of Gyrations about Y-Y | ry | 2.79 in |
| Moment of Inertia about X-X | Ix | 3870 in4 |
| Moment of Intertia about Y-Y | Iy | 440 in4 |
| Elastic Section Modulus about X-X | Sx | 380 in3 |
| Elastic Section Modulus about Y-Y | Sy | 76.8 in3 |
| Plastic Section Modulus about X-X | Zx | 442 in3 |
| Plastic Section Modulus about Y-Y | Zy | 119 in3 |
| St. Venant Torsional Constant | J | 44.7 in4 |
| Warping Torsion Constant | Cw | 38000 in6 |
| Self Weight of section | Weight | 192 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W18X192 |
| Cross Sectional Area | A | 36258 mm2 |
| Section Width | b | 292 mm |
| Section Depth | d | 518 mm |
| Flange thickness | tf | 44.5 mm |
| Web thickness | tw | 24.4 mm |
| Radius of Gyration about X-X | rx | 210 mm |
| Radius of Gyrations about Y-Y | ry | 71 mm |
| Moment of Inertia about X-X | Ix | 1611000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 183000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 6227000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1259000 mm3 |
| Plastic Section Modulus about X-X | Zx | 7243000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1950000 mm3 |
| St. Venant Torsional Constant | J | 18606000 mm4 |
| Warping Torsion Constant | Cw | 10204000000000 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 W18X192 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 20.4 in (518 mm) and 11.5 in (292 mm) respectively. It weighs 192 lb/ft (286 kg/m) and has a cross sectional area of 56.2 in2 (36258 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