Dimensions and section properties for W10X112
Structural sectional properties for a W10X112 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W10X112 |
| Cross Sectional Area | A | 32.9 in2 |
| Section Width | b | 10.4 in |
| Section Depth | d | 11.4 in |
| Flange thickness | tf | 1.25 in |
| Web thickness | tw | 0.755 in |
| Radius of Gyration about X-X | rx | 4.66 in |
| Radius of Gyrations about Y-Y | ry | 2.68 in |
| Moment of Inertia about X-X | Ix | 716 in4 |
| Moment of Intertia about Y-Y | Iy | 236 in4 |
| Elastic Section Modulus about X-X | Sx | 126 in3 |
| Elastic Section Modulus about Y-Y | Sy | 45.3 in3 |
| Plastic Section Modulus about X-X | Zx | 147 in3 |
| Plastic Section Modulus about Y-Y | Zy | 69.2 in3 |
| St. Venant Torsional Constant | J | 15.1 in4 |
| Warping Torsion Constant | Cw | 6020 in6 |
| Self Weight of section | Weight | 112 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W10X112 |
| Cross Sectional Area | A | 21226 mm2 |
| Section Width | b | 264 mm |
| Section Depth | d | 290 mm |
| Flange thickness | tf | 31.8 mm |
| Web thickness | tw | 19.2 mm |
| Radius of Gyration about X-X | rx | 118 mm |
| Radius of Gyrations about Y-Y | ry | 68 mm |
| Moment of Inertia about X-X | Ix | 298000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 98000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 2065000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 742000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2409000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1134000 mm3 |
| St. Venant Torsional Constant | J | 6285000 mm4 |
| Warping Torsion Constant | Cw | 1617000000000 mm6 |
| Self Weight of section | Weight | 167 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W10X112 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 11.4 in (290 mm) and 10.4 in (264 mm) respectively. It weighs 112 lb/ft (167 kg/m) and has a cross sectional area of 32.9 in2 (21226 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