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 1270x406.4x11.1x19.1 steel profile weighs 229.2 kg/m (154.02 lb/ft), has a depth of 1270 mm (50.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 29,197.46 mm². Moment of inertia Ix = 780,232.76 cm⁴, Iy = 21,381.022 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) | 19.1 mm | 0.75 in |
| Weight | 229.2 kg/m | 154.02 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 29,197.46 mm² | 45.256 in² |
| Moment of inertia (Ix) | 780,232.76 cm⁴ | 18745.09 in⁴ |
| Moment of inertia (Iy) | 21,381.02 cm⁴ | 513.68 in⁴ |
| Elastic section modulus (Sx) | 12,287.13 cm³ | 749.810 in³ |
| Elastic section modulus (Sy) | 1,052.22 cm³ | 64.210 in³ |
| Plastic section modulus (Zx) | 13,920.38 cm³ | 849.477 in³ |
| Plastic section modulus (Zy) | 1,615.23 cm³ | 98.568 in³ |
| Radius of gyration (rx) | 51.69 cm | 20.352 in |
| Radius of gyration (ry) | 8.56 cm | 3.369 in |
15.0 kN·m
15.0 kN
0.01 mm
L/554832