W14×48 vs W14×53
A side-by-side comparison of two AISC wide-flange beams, 16th Edition. Detailing dimensions to the nearest 1/16 in.
W14×53 is the heavier section at 53 lb per foot, versus 48 for W14×48 (5 lb/ft more).
Both are nominally 14 in. deep.
W14×53 has the greater bending strength: section modulus Sx of 77.8 in³ versus 70.2, about 11% more.
| Property | W14×48 | W14×53 |
|---|---|---|
| Weight | 48 lb/ft | 53 lb/ft |
| Depth (d) | 13 3/4" | 13 7/8" |
| Flange width (bf) | 8" | 8" |
| Web thickness (tw) | 5/16" | 3/8" |
| Flange thickness (tf) | 5/8" | 11/16" |
| Area (A) | 14.1 in² | 15.6 in² |
| Moment of inertia (Ix) | 484 in⁴ | 541 in⁴ |
| Section modulus (Sx) | 70.2 in³ | 77.8 in³ |
| Plastic modulus (Zx) | 78.4 in³ | 87.1 in³ |
Open W14×48 in the interactive size chart →
Full detail: W14×48 · W14×53. Verify critical dimensions against the current AISC Steel Construction Manual before fabrication.
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