W10×54 vs W10×60
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W10×60 is the heavier section at 60 lb per foot, versus 54 for W10×54 (6 lb/ft more).
Both are nominally 10 in. deep.
W10×60 has the greater bending strength: section modulus Sx of 66.7 in³ versus 60, about 11% more.
| Property | W10×54 | W10×60 |
|---|---|---|
| Weight | 54 lb/ft | 60 lb/ft |
| Depth (d) | 10 1/8" | 10 1/4" |
| Flange width (bf) | 10" | 10 1/8" |
| Web thickness (tw) | 3/8" | 7/16" |
| Flange thickness (tf) | 5/8" | 11/16" |
| Area (A) | 15.8 in² | 17.7 in² |
| Moment of inertia (Ix) | 303 in⁴ | 341 in⁴ |
| Section modulus (Sx) | 60 in³ | 66.7 in³ |
| Plastic modulus (Zx) | 66.6 in³ | 74.6 in³ |
Open W10×54 in the interactive size chart →
Full detail: W10×54 · W10×60. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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