W44×335 vs W44×368
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W44×368 is the heavier section at 368 lb per foot, versus 335 for W44×335 (33 lb/ft more).
Both are nominally 44 in. deep.
W44×368 has the greater bending strength: section modulus Sx of 1560 in³ versus 1410, about 11% more.
| Property | W44×335 | W44×368 |
|---|---|---|
| Weight | 335 lb/ft | 368 lb/ft |
| Depth (d) | 44" | 44 3/8" |
| Flange width (bf) | 16" | 16" |
| Web thickness (tw) | 1" | 1 1/8" |
| Flange thickness (tf) | 1 3/4" | 2" |
| Area (A) | 98.5 in² | 108 in² |
| Moment of inertia (Ix) | 31100 in⁴ | 34700 in⁴ |
| Section modulus (Sx) | 1410 in³ | 1560 in³ |
| Plastic modulus (Zx) | 1620 in³ | 1800 in³ |
Open W44×335 in the interactive size chart →
Full detail: W44×335 · W44×368. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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