W16×36 vs W16×40
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W16×40 is the heavier section at 40 lb per foot, versus 36 for W16×36 (4 lb/ft more).
Both are nominally 16 in. deep.
W16×40 has the greater bending strength: section modulus Sx of 64.7 in³ versus 56.5, about 15% more.
| Property | W16×36 | W16×40 |
|---|---|---|
| Weight | 36 lb/ft | 40 lb/ft |
| Depth (d) | 15 7/8" | 16" |
| Flange width (bf) | 7" | 7" |
| Web thickness (tw) | 5/16" | 5/16" |
| Flange thickness (tf) | 7/16" | 1/2" |
| Area (A) | 10.6 in² | 11.8 in² |
| Moment of inertia (Ix) | 448 in⁴ | 518 in⁴ |
| Section modulus (Sx) | 56.5 in³ | 64.7 in³ |
| Plastic modulus (Zx) | 64 in³ | 73 in³ |
Open W16×36 in the interactive size chart →
Full detail: W16×36 · W16×40. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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