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 1270x406.4x11.1x15.9 steel profile weighs 209.3 kg/m (140.68 lb/ft), has a depth of 1270 mm (50.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 26,667.54 mm². Moment of inertia Ix = 683,765.113 cm⁴, Iy = 17,801.286 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) | 15.9 mm | 0.63 in |
| Weight | 209.3 kg/m | 140.68 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 26,667.54 mm² | 41.335 in² |
| Moment of inertia (Ix) | 683,765.11 cm⁴ | 16427.46 in⁴ |
| Moment of inertia (Iy) | 17,801.29 cm⁴ | 427.68 in⁴ |
| Elastic section modulus (Sx) | 10,767.95 cm³ | 657.104 in³ |
| Elastic section modulus (Sy) | 876.05 cm³ | 53.460 in³ |
| Plastic section modulus (Zx) | 12,358.15 cm³ | 754.144 in³ |
| Plastic section modulus (Zy) | 1,351.17 cm³ | 82.454 in³ |
| Radius of gyration (rx) | 50.64 cm | 19.936 in |
| Radius of gyration (ry) | 8.17 cm | 3.217 in |
15.0 kN·m
15.0 kN
0.01 mm
L/486233