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 1168x406.4x11.1x15.9 steel profile weighs 200.5 kg/m (134.73 lb/ft), has a depth of 1168 mm (45.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 25,535.34 mm². Moment of inertia Ix = 564,550.001 cm⁴, Iy = 17,800.124 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) | 15.9 mm | 0.63 in |
| Weight | 200.5 kg/m | 134.73 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 25,535.34 mm² | 39.580 in² |
| Moment of inertia (Ix) | 564,550 cm⁴ | 13563.31 in⁴ |
| Moment of inertia (Iy) | 17,800.12 cm⁴ | 427.65 in⁴ |
| Elastic section modulus (Sx) | 9,666.95 cm³ | 589.916 in³ |
| Elastic section modulus (Sy) | 875.99 cm³ | 53.456 in³ |
| Plastic section modulus (Zx) | 11,026.98 cm³ | 672.910 in³ |
| Plastic section modulus (Zy) | 1,348.03 cm³ | 82.262 in³ |
| Radius of gyration (rx) | 47.02 cm | 18.512 in |
| Radius of gyration (ry) | 8.35 cm | 3.287 in |
15.0 kN·m
15.0 kN
0.01 mm
L/401458