W10×60 vs W10×68
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W10×68 is the heavier section at 68 lb per foot, versus 60 for W10×60 (8 lb/ft more).
Both are nominally 10 in. deep.
W10×68 has the greater bending strength: section modulus Sx of 75.7 in³ versus 66.7, about 13% more.
| Property | W10×60 | W10×68 |
|---|---|---|
| Weight | 60 lb/ft | 68 lb/ft |
| Depth (d) | 10 1/4" | 10 3/8" |
| Flange width (bf) | 10 1/8" | 10 1/8" |
| Web thickness (tw) | 7/16" | 1/2" |
| Flange thickness (tf) | 11/16" | 3/4" |
| Area (A) | 17.7 in² | 19.9 in² |
| Moment of inertia (Ix) | 341 in⁴ | 394 in⁴ |
| Section modulus (Sx) | 66.7 in³ | 75.7 in³ |
| Plastic modulus (Zx) | 74.6 in³ | 85.3 in³ |
Open W10×60 in the interactive size chart →
Full detail: W10×60 · W10×68. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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