W36×529 vs W36×652
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W36×652 is the heavier section at 652 lb per foot, versus 529 for W36×529 (123 lb/ft more).
Both are nominally 36 in. deep.
W36×652 has the greater bending strength: section modulus Sx of 2460 in³ versus 1990, about 24% more.
| Property | W36×529 | W36×652 |
|---|---|---|
| Weight | 529 lb/ft | 652 lb/ft |
| Depth (d) | 39 3/4" | 41" |
| Flange width (bf) | 17 1/4" | 17 5/8" |
| Web thickness (tw) | 1 5/8" | 2" |
| Flange thickness (tf) | 2 15/16" | 3 9/16" |
| Area (A) | 156 in² | 192 in² |
| Moment of inertia (Ix) | 39600 in⁴ | 50600 in⁴ |
| Section modulus (Sx) | 1990 in³ | 2460 in³ |
| Plastic modulus (Zx) | 2330 in³ | 2910 in³ |
Open W36×529 in the interactive size chart →
Full detail: W36×529 · W36×652. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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