W12×87 vs W12×96
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W12×96 is the heavier section at 96 lb per foot, versus 87 for W12×87 (9 lb/ft more).
Both are nominally 12 in. deep.
W12×96 has the greater bending strength: section modulus Sx of 131 in³ versus 118, about 11% more.
| Property | W12×87 | W12×96 |
|---|---|---|
| Weight | 87 lb/ft | 96 lb/ft |
| Depth (d) | 12 1/2" | 12 3/4" |
| Flange width (bf) | 12 1/8" | 12 1/8" |
| Web thickness (tw) | 1/2" | 9/16" |
| Flange thickness (tf) | 13/16" | 7/8" |
| Area (A) | 25.6 in² | 28.2 in² |
| Moment of inertia (Ix) | 740 in⁴ | 833 in⁴ |
| Section modulus (Sx) | 118 in³ | 131 in³ |
| Plastic modulus (Zx) | 132 in³ | 147 in³ |
Open W12×87 in the interactive size chart →
Full detail: W12×87 · W12×96. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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