W12×190 vs W12×210
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W12×210 is the heavier section at 210 lb per foot, versus 190 for W12×190 (20 lb/ft more).
Both are nominally 12 in. deep.
W12×210 has the greater bending strength: section modulus Sx of 292 in³ versus 263, about 11% more.
| Property | W12×190 | W12×210 |
|---|---|---|
| Weight | 190 lb/ft | 210 lb/ft |
| Depth (d) | 14 3/8" | 14 3/4" |
| Flange width (bf) | 12 5/8" | 12 3/4" |
| Web thickness (tw) | 1 1/16" | 1 3/16" |
| Flange thickness (tf) | 1 3/4" | 1 7/8" |
| Area (A) | 56 in² | 61.8 in² |
| Moment of inertia (Ix) | 1890 in⁴ | 2140 in⁴ |
| Section modulus (Sx) | 263 in³ | 292 in³ |
| Plastic modulus (Zx) | 311 in³ | 348 in³ |
Open W12×190 in the interactive size chart →
Full detail: W12×190 · W12×210. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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