W36×395 vs W36×441
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W36×441 is the heavier section at 441 lb per foot, versus 395 for W36×395 (46 lb/ft more).
Both are nominally 36 in. deep.
W36×441 has the greater bending strength: section modulus Sx of 1650 in³ versus 1490, about 11% more.
| Property | W36×395 | W36×441 |
|---|---|---|
| Weight | 395 lb/ft | 441 lb/ft |
| Depth (d) | 38 3/8" | 38 7/8" |
| Flange width (bf) | 16 7/8" | 17" |
| Web thickness (tw) | 1 1/4" | 1 3/8" |
| Flange thickness (tf) | 2 3/16" | 2 7/16" |
| Area (A) | 116 in² | 130 in² |
| Moment of inertia (Ix) | 28500 in⁴ | 32100 in⁴ |
| Section modulus (Sx) | 1490 in³ | 1650 in³ |
| Plastic modulus (Zx) | 1710 in³ | 1910 in³ |
Open W36×395 in the interactive size chart →
Full detail: W36×395 · W36×441. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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