W36×262 vs W36×282
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W36×282 is the heavier section at 282 lb per foot, versus 262 for W36×262 (20 lb/ft more).
Both are nominally 36 in. deep.
W36×282 has the greater bending strength: section modulus Sx of 1050 in³ versus 972, about 8% more.
| Property | W36×262 | W36×282 |
|---|---|---|
| Weight | 262 lb/ft | 282 lb/ft |
| Depth (d) | 36 7/8" | 37 1/8" |
| Flange width (bf) | 16 1/2" | 16 5/8" |
| Web thickness (tw) | 13/16" | 7/8" |
| Flange thickness (tf) | 1 7/16" | 1 9/16" |
| Area (A) | 77.2 in² | 82.9 in² |
| Moment of inertia (Ix) | 17900 in⁴ | 19600 in⁴ |
| Section modulus (Sx) | 972 in³ | 1050 in³ |
| Plastic modulus (Zx) | 1100 in³ | 1190 in³ |
Open W36×262 in the interactive size chart →
Full detail: W36×262 · W36×282. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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