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 1067x406.4x11.1x15.9 steel profile weighs 191.6 kg/m (128.78 lb/ft), has a depth of 1067 mm (42.01 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 24,414.24 mm². Moment of inertia Ix = 459,594.339 cm⁴, Iy = 17,798.973 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1067 mm | 42.01 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 | 191.6 kg/m | 128.78 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 24,414.24 mm² | 37.842 in² |
| Moment of inertia (Ix) | 459,594.34 cm⁴ | 11041.75 in⁴ |
| Moment of inertia (Iy) | 17,798.97 cm⁴ | 427.62 in⁴ |
| Elastic section modulus (Sx) | 8,614.7 cm³ | 525.704 in³ |
| Elastic section modulus (Sy) | 875.93 cm³ | 53.453 in³ |
| Plastic section modulus (Zx) | 9,765.75 cm³ | 595.945 in³ |
| Plastic section modulus (Zy) | 1,344.92 cm³ | 82.072 in³ |
| Radius of gyration (rx) | 43.39 cm | 17.082 in |
| Radius of gyration (ry) | 8.54 cm | 3.362 in |
15.0 kN·m
15.0 kN
0.02 mm
L/326823