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 1270x406.4x11.1x25.4 steel profile weighs 268.3 kg/m (180.30 lb/ft), has a depth of 1270 mm (50.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 34,178.24 mm². Moment of inertia Ix = 967,244.049 cm⁴, Iy = 28,428.627 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1270 mm | 50.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 25.4 mm | 1.00 in |
| Weight | 268.3 kg/m | 180.30 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 34,178.24 mm² | 52.976 in² |
| Moment of inertia (Ix) | 967,244.05 cm⁴ | 23238.04 in⁴ |
| Moment of inertia (Iy) | 28,428.63 cm⁴ | 683.00 in⁴ |
| Elastic section modulus (Sx) | 15,232.19 cm³ | 929.529 in³ |
| Elastic section modulus (Sy) | 1,399.05 cm³ | 85.375 in³ |
| Plastic section modulus (Zx) | 16,972.35 cm³ | 1035.721 in³ |
| Plastic section modulus (Zy) | 2,135.1 cm³ | 130.292 in³ |
| Radius of gyration (rx) | 53.2 cm | 20.944 in |
| Radius of gyration (ry) | 9.12 cm | 3.591 in |
15.0 kN·m
15.0 kN
0.01 mm
L/687818