W12×96 vs W12×106
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W12×106 is the heavier section at 106 lb per foot, versus 96 for W12×96 (10 lb/ft more).
Both are nominally 12 in. deep.
W12×106 has the greater bending strength: section modulus Sx of 145 in³ versus 131, about 11% more.
| Property | W12×96 | W12×106 |
|---|---|---|
| Weight | 96 lb/ft | 106 lb/ft |
| Depth (d) | 12 3/4" | 12 7/8" |
| Flange width (bf) | 12 1/8" | 12 1/4" |
| Web thickness (tw) | 9/16" | 5/8" |
| Flange thickness (tf) | 7/8" | 1" |
| Area (A) | 28.2 in² | 31.2 in² |
| Moment of inertia (Ix) | 833 in⁴ | 933 in⁴ |
| Section modulus (Sx) | 131 in³ | 145 in³ |
| Plastic modulus (Zx) | 147 in³ | 164 in³ |
Open W12×96 in the interactive size chart →
Full detail: W12×96 · W12×106. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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