W36×150 vs W36×160
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W36×160 is the heavier section at 160 lb per foot, versus 150 for W36×150 (10 lb/ft more).
Both are nominally 36 in. deep.
W36×160 has the greater bending strength: section modulus Sx of 542 in³ versus 504, about 8% more.
| Property | W36×150 | W36×160 |
|---|---|---|
| Weight | 150 lb/ft | 160 lb/ft |
| Depth (d) | 35 7/8" | 36" |
| Flange width (bf) | 12" | 12" |
| Web thickness (tw) | 5/8" | 5/8" |
| Flange thickness (tf) | 15/16" | 1" |
| Area (A) | 44.3 in² | 47 in² |
| Moment of inertia (Ix) | 9040 in⁴ | 9760 in⁴ |
| Section modulus (Sx) | 504 in³ | 542 in³ |
| Plastic modulus (Zx) | 581 in³ | 624 in³ |
Open W36×150 in the interactive size chart →
Full detail: W36×150 · W36×160. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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