W6×15 vs W6×16
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W6×16 is the heavier section at 16 lb per foot, versus 15 for W6×15 (1 lb/ft more).
Both are nominally 6 in. deep.
W6×16 has the greater bending strength: section modulus Sx of 10.2 in³ versus 9.72, about 5% more.
| Property | W6×15 | W6×16 |
|---|---|---|
| Weight | 15 lb/ft | 16 lb/ft |
| Depth (d) | 6" | 6 1/4" |
| Flange width (bf) | 6" | 4" |
| Web thickness (tw) | 1/4" | 1/4" |
| Flange thickness (tf) | 1/4" | 3/8" |
| Area (A) | 4.43 in² | 4.74 in² |
| Moment of inertia (Ix) | 29.1 in⁴ | 32.1 in⁴ |
| Section modulus (Sx) | 9.72 in³ | 10.2 in³ |
| Plastic modulus (Zx) | 10.8 in³ | 11.7 in³ |
Open W6×15 in the interactive size chart →
Full detail: W6×15 · W6×16. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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