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 1067x406.4x11.1x19.1 steel profile weighs 211.5 kg/m (142.12 lb/ft), has a depth of 1067 mm (42.01 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 26,944.16 mm². Moment of inertia Ix = 526,955.193 cm⁴, Iy = 21,378.709 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) | 19.1 mm | 0.75 in |
| Weight | 211.5 kg/m | 142.12 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 26,944.16 mm² | 41.763 in² |
| Moment of inertia (Ix) | 526,955.19 cm⁴ | 12660.10 in⁴ |
| Moment of inertia (Iy) | 21,378.71 cm⁴ | 513.62 in⁴ |
| Elastic section modulus (Sx) | 9,877.32 cm³ | 602.754 in³ |
| Elastic section modulus (Sy) | 1,052.1 cm³ | 64.203 in³ |
| Plastic section modulus (Zx) | 11,071.19 cm³ | 675.608 in³ |
| Plastic section modulus (Zy) | 1,608.98 cm³ | 98.186 in³ |
| Radius of gyration (rx) | 44.22 cm | 17.411 in |
| Radius of gyration (ry) | 8.91 cm | 3.507 in |
15.0 kN·m
15.0 kN
0.02 mm
L/374724