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 1575x406.4x11.1x15.9 steel profile weighs 235.9 kg/m (158.52 lb/ft), has a depth of 1575 mm (62.01 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 30,053.04 mm². Moment of inertia Ix = 1,125,331.994 cm⁴, Iy = 17,804.762 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1575 mm | 62.01 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 | 235.9 kg/m | 158.52 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 30,053.04 mm² | 46.582 in² |
| Moment of inertia (Ix) | 1,125,331.99 cm⁴ | 27036.10 in⁴ |
| Moment of inertia (Iy) | 17,804.76 cm⁴ | 427.76 in⁴ |
| Elastic section modulus (Sx) | 14,289.93 cm³ | 872.029 in³ |
| Elastic section modulus (Sy) | 876.22 cm³ | 53.470 in³ |
| Plastic section modulus (Zx) | 16,683.1 cm³ | 1018.069 in³ |
| Plastic section modulus (Zy) | 1,360.56 cm³ | 83.027 in³ |
| Radius of gyration (rx) | 61.19 cm | 24.091 in |
| Radius of gyration (ry) | 7.7 cm | 3.030 in |
15.0 kN·m
15.0 kN
0.01 mm
L/800236