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 1372x508x12.7x22.2 steel profile weighs 309.4 kg/m (207.90 lb/ft), has a depth of 1372 mm (54.02 in), flange width 508 mm (20.00 in). Cross-sectional area: 39,415.72 mm². Moment of inertia Ix = 1,275,101.406 cm⁴, Iy = 48,528.371 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1372 mm | 54.02 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 309.4 kg/m | 207.90 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 39,415.72 mm² | 61.094 in² |
| Moment of inertia (Ix) | 1,275,101.41 cm⁴ | 30634.31 in⁴ |
| Moment of inertia (Iy) | 48,528.37 cm⁴ | 1165.89 in⁴ |
| Elastic section modulus (Sx) | 18,587.48 cm³ | 1134.283 in³ |
| Elastic section modulus (Sy) | 1,910.57 cm³ | 116.590 in³ |
| Plastic section modulus (Zx) | 20,818.51 cm³ | 1270.429 in³ |
| Plastic section modulus (Zy) | 2,918.04 cm³ | 178.071 in³ |
| Radius of gyration (rx) | 56.88 cm | 22.393 in |
| Radius of gyration (ry) | 11.1 cm | 4.368 in |
15.0 kN·m
15.0 kN
0.01 mm
L/906739