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 1905x406.4x11.1x28.6 steel profile weighs 343.5 kg/m (230.83 lb/ft), has a depth of 1905 mm (75.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 43,756.66 mm². Moment of inertia Ix = 2,629,911.5 cm⁴, Iy = 32,015.6 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) | 28.6 mm | 1.13 in |
| Weight | 343.5 kg/m | 230.83 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 43,756.66 mm² | 67.823 in² |
| Moment of inertia (Ix) | 2,629,911.5 cm⁴ | 63183.62 in⁴ |
| Moment of inertia (Iy) | 32,015.6 cm⁴ | 769.17 in⁴ |
| Elastic section modulus (Sx) | 27,610.62 cm³ | 1684.910 in³ |
| Elastic section modulus (Sy) | 1,575.57 cm³ | 96.148 in³ |
| Plastic section modulus (Zx) | 31,284.33 cm³ | 1909.095 in³ |
| Plastic section modulus (Zy) | 2,418.72 cm³ | 147.600 in³ |
| Radius of gyration (rx) | 77.53 cm | 30.522 in |
| Radius of gyration (ry) | 8.55 cm | 3.368 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1870159