Section properties for W10X60
Structural sectional properties for a W10X60 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W10X60 |
| Cross Sectional Area | A | 17.7 in2 |
| Section Width | b | 10.1 in |
| Section Depth | d | 10.2 in |
| Flange thickness | tf | 0.68 in |
| Web thickness | tw | 0.42 in |
| Radius of Gyration about X-X | rx | 4.39 in |
| Radius of Gyrations about Y-Y | ry | 2.57 in |
| Moment of Inertia about X-X | Ix | 341 in4 |
| Moment of Intertia about Y-Y | Iy | 116 in4 |
| Elastic Section Modulus about X-X | Sx | 66.7 in3 |
| Elastic Section Modulus about Y-Y | Sy | 23 in3 |
| Plastic Section Modulus about X-X | Zx | 74.6 in3 |
| Plastic Section Modulus about Y-Y | Zy | 35 in3 |
| St. Venant Torsional Constant | J | 2.48 in4 |
| Warping Torsion Constant | Cw | 2640 in6 |
| Self Weight of section per foot | Weight | 60 lb/ft |
A W10X60 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 60 lb/ft and has a cross sectional area of 17.7 in2. The height and width of the section are 10.2 in and 10.1 in respectively.
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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