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 1473x406.4x11.1x25.4 steel profile weighs 286.0 kg/m (192.20 lb/ft), has a depth of 1473 mm (57.99 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 36,431.54 mm². Moment of inertia Ix = 1,347,767.897 cm⁴, Iy = 28,430.941 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1473 mm | 57.99 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 | 286.0 kg/m | 192.20 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 36,431.54 mm² | 56.469 in² |
| Moment of inertia (Ix) | 1,347,767.9 cm⁴ | 32380.12 in⁴ |
| Moment of inertia (Iy) | 28,430.94 cm⁴ | 683.05 in⁴ |
| Elastic section modulus (Sx) | 18,299.63 cm³ | 1116.717 in³ |
| Elastic section modulus (Sy) | 1,399.16 cm³ | 85.382 in³ |
| Plastic section modulus (Zx) | 20,555.8 cm³ | 1254.397 in³ |
| Plastic section modulus (Zy) | 2,141.35 cm³ | 130.674 in³ |
| Radius of gyration (rx) | 60.82 cm | 23.946 in |
| Radius of gyration (ry) | 8.83 cm | 3.478 in |
15.0 kN·m
15.0 kN
0.01 mm
L/958413