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 838x406.4x9.5x15.9 steel profile weighs 161.6 kg/m (108.58 lb/ft), has a depth of 838 mm (32.99 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 20,582.42 mm². Moment of inertia Ix = 259,868.794 cm⁴, Iy = 17,792.935 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 838 mm | 32.99 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 161.6 kg/m | 108.58 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 20,582.42 mm² | 31.903 in² |
| Moment of inertia (Ix) | 259,868.79 cm⁴ | 6243.35 in⁴ |
| Moment of inertia (Iy) | 17,792.93 cm⁴ | 427.48 in⁴ |
| Elastic section modulus (Sx) | 6,202.12 cm³ | 378.478 in³ |
| Elastic section modulus (Sy) | 875.64 cm³ | 53.435 in³ |
| Plastic section modulus (Zx) | 6,855.86 cm³ | 418.372 in³ |
| Plastic section modulus (Zy) | 1,331.22 cm³ | 81.236 in³ |
| Radius of gyration (rx) | 35.53 cm | 13.989 in |
| Radius of gyration (ry) | 9.3 cm | 3.661 in |
15.0 kN·m
15.0 kN
0.03 mm
L/184796