AHMSA, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 1473x508x12.7x34.9 steel profile weighs 418.3 kg/m (281.07 lb/ft), has a depth of 1473 mm (57.99 in), flange width 508 mm (20.00 in). Cross-sectional area: 53,279.04 mm². Moment of inertia Ix = 2,126,078.435 cm⁴, Iy = 76,278.424 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1473 mm | 57.99 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 34.9 mm | 1.37 in |
| Weight | 418.3 kg/m | 281.07 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 53,279.04 mm² | 82.583 in² |
| Moment of inertia (Ix) | 2,126,078.43 cm⁴ | 51079.03 in⁴ |
| Moment of inertia (Iy) | 76,278.42 cm⁴ | 1832.59 in⁴ |
| Elastic section modulus (Sx) | 28,867.32 cm³ | 1761.600 in³ |
| Elastic section modulus (Sy) | 3,003.09 cm³ | 183.260 in³ |
| Plastic section modulus (Zx) | 31,747.84 cm³ | 1937.380 in³ |
| Plastic section modulus (Zy) | 4,559.8 cm³ | 278.257 in³ |
| Radius of gyration (rx) | 63.17 cm | 24.870 in |
| Radius of gyration (ry) | 11.97 cm | 4.711 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1511878