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 1067x406.4x11.1x25.4 steel profile weighs 250.6 kg/m (168.40 lb/ft), has a depth of 1067 mm (42.01 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 31,924.94 mm². Moment of inertia Ix = 657,142.755 cm⁴, Iy = 28,426.314 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) | 25.4 mm | 1.00 in |
| Weight | 250.6 kg/m | 168.40 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 31,924.94 mm² | 49.484 in² |
| Moment of inertia (Ix) | 657,142.76 cm⁴ | 15787.85 in⁴ |
| Moment of inertia (Iy) | 28,426.31 cm⁴ | 682.94 in⁴ |
| Elastic section modulus (Sx) | 12,317.58 cm³ | 751.668 in³ |
| Elastic section modulus (Sy) | 1,398.93 cm³ | 85.368 in³ |
| Plastic section modulus (Zx) | 13,617.62 cm³ | 831.001 in³ |
| Plastic section modulus (Zy) | 2,128.85 cm³ | 129.911 in³ |
| Radius of gyration (rx) | 45.37 cm | 17.862 in |
| Radius of gyration (ry) | 9.44 cm | 3.715 in |
15.0 kN·m
15.0 kN
0.01 mm
L/467302