W18×192 vs W18×211
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W18×211 is the heavier section at 211 lb per foot, versus 192 for W18×192 (19 lb/ft more).
Both are nominally 18 in. deep.
W18×211 has the greater bending strength: section modulus Sx of 419 in³ versus 380, about 10% more.
| Property | W18×192 | W18×211 |
|---|---|---|
| Weight | 192 lb/ft | 211 lb/ft |
| Depth (d) | 20 3/8" | 20 5/8" |
| Flange width (bf) | 11 1/2" | 11 1/2" |
| Web thickness (tw) | 15/16" | 1 1/16" |
| Flange thickness (tf) | 1 3/4" | 1 15/16" |
| Area (A) | 56.2 in² | 62.3 in² |
| Moment of inertia (Ix) | 3870 in⁴ | 4330 in⁴ |
| Section modulus (Sx) | 380 in³ | 419 in³ |
| Plastic modulus (Zx) | 442 in³ | 490 in³ |
Open W18×192 in the interactive size chart →
Full detail: W18×192 · W18×211. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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