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 1168x406.4x11.1x19.1 steel profile weighs 220.3 kg/m (148.08 lb/ft), has a depth of 1168 mm (45.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 28,065.26 mm². Moment of inertia Ix = 645,740.979 cm⁴, Iy = 21,379.86 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1168 mm | 45.98 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 | 220.3 kg/m | 148.08 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 28,065.26 mm² | 43.501 in² |
| Moment of inertia (Ix) | 645,740.98 cm⁴ | 15513.93 in⁴ |
| Moment of inertia (Iy) | 21,379.86 cm⁴ | 513.65 in⁴ |
| Elastic section modulus (Sx) | 11,057.21 cm³ | 674.755 in³ |
| Elastic section modulus (Sy) | 1,052.16 cm³ | 64.207 in³ |
| Plastic section modulus (Zx) | 12,460.18 cm³ | 760.370 in³ |
| Plastic section modulus (Zy) | 1,612.09 cm³ | 98.376 in³ |
| Radius of gyration (rx) | 47.97 cm | 18.885 in |
| Radius of gyration (ry) | 8.73 cm | 3.436 in |
15.0 kN·m
15.0 kN
0.01 mm
L/459194