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 1905x406.4x11.1x41.3 steel profile weighs 422.3 kg/m (283.79 lb/ft), has a depth of 1905 mm (75.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 53,797.28 mm². Moment of inertia Ix = 3,475,242.788 cm⁴, Iy = 46,222.676 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1905 mm | 75.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 41.3 mm | 1.63 in |
| Weight | 422.3 kg/m | 283.79 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 53,797.28 mm² | 83.386 in² |
| Moment of inertia (Ix) | 3,475,242.79 cm⁴ | 83492.71 in⁴ |
| Moment of inertia (Iy) | 46,222.68 cm⁴ | 1110.50 in⁴ |
| Elastic section modulus (Sx) | 36,485.49 cm³ | 2226.490 in³ |
| Elastic section modulus (Sy) | 2,274.74 cm³ | 138.814 in³ |
| Plastic section modulus (Zx) | 40,497.11 cm³ | 2471.295 in³ |
| Plastic section modulus (Zy) | 3,466.71 cm³ | 211.552 in³ |
| Radius of gyration (rx) | 80.37 cm | 31.643 in |
| Radius of gyration (ry) | 9.27 cm | 3.649 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2471284