Dimensions and section properties for W10X88
Structural sectional properties for a W10X88 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W10X88 |
| Cross Sectional Area | A | 26 in2 |
| Section Width | b | 10.3 in |
| Section Depth | d | 10.8 in |
| Flange thickness | tf | 0.99 in |
| Web thickness | tw | 0.605 in |
| Radius of Gyration about X-X | rx | 4.54 in |
| Radius of Gyrations about Y-Y | ry | 2.63 in |
| Moment of Inertia about X-X | Ix | 534 in4 |
| Moment of Intertia about Y-Y | Iy | 179 in4 |
| Elastic Section Modulus about X-X | Sx | 98.5 in3 |
| Elastic Section Modulus about Y-Y | Sy | 34.8 in3 |
| Plastic Section Modulus about X-X | Zx | 113 in3 |
| Plastic Section Modulus about Y-Y | Zy | 53.1 in3 |
| St. Venant Torsional Constant | J | 7.53 in4 |
| Warping Torsion Constant | Cw | 4330 in6 |
| Self Weight of section | Weight | 88 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W10X88 |
| Cross Sectional Area | A | 16774 mm2 |
| Section Width | b | 262 mm |
| Section Depth | d | 274 mm |
| Flange thickness | tf | 25.1 mm |
| Web thickness | tw | 15.4 mm |
| Radius of Gyration about X-X | rx | 115 mm |
| Radius of Gyrations about Y-Y | ry | 67 mm |
| Moment of Inertia about X-X | Ix | 222000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 75000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1614000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 570000 mm3 |
| Plastic Section Modulus about X-X | Zx | 1852000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 870000 mm3 |
| St. Venant Torsional Constant | J | 3134000 mm4 |
| Warping Torsion Constant | Cw | 1163000000000 mm6 |
| Self Weight of section | Weight | 131 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W10X88 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 10.8 in (274 mm) and 10.3 in (262 mm) respectively. It weighs 88 lb/ft (131 kg/m) and has a cross sectional area of 26 in2 (16774 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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