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 838x406.4x9.5x12.7 steel profile weighs 141.7 kg/m (95.19 lb/ft), has a depth of 838 mm (32.99 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 18,042.26 mm². Moment of inertia Ix = 218,265.305 cm⁴, Iy = 14,213.172 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) | 12.7 mm | 0.50 in |
| Weight | 141.7 kg/m | 95.19 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 18,042.26 mm² | 27.966 in² |
| Moment of inertia (Ix) | 218,265.31 cm⁴ | 5243.82 in⁴ |
| Moment of inertia (Iy) | 14,213.17 cm⁴ | 341.47 in⁴ |
| Elastic section modulus (Sx) | 5,209.2 cm³ | 317.886 in³ |
| Elastic section modulus (Sy) | 699.47 cm³ | 42.684 in³ |
| Plastic section modulus (Zx) | 5,827.86 cm³ | 355.639 in³ |
| Plastic section modulus (Zy) | 1,067.11 cm³ | 65.119 in³ |
| Radius of gyration (rx) | 34.78 cm | 13.693 in |
| Radius of gyration (ry) | 8.88 cm | 3.494 in |
15.0 kN·m
15.0 kN
0.04 mm
L/155211