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 838x406.4x9.5x22.2 steel profile weighs 200.8 kg/m (134.96 lb/ft), has a depth of 838 mm (32.99 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 25,583.36 mm². Moment of inertia Ix = 339,865.485 cm⁴, Iy = 24,840.593 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) | 22.2 mm | 0.87 in |
| Weight | 200.8 kg/m | 134.96 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 25,583.36 mm² | 39.654 in² |
| Moment of inertia (Ix) | 339,865.49 cm⁴ | 8165.27 in⁴ |
| Moment of inertia (Iy) | 24,840.59 cm⁴ | 596.80 in⁴ |
| Elastic section modulus (Sx) | 8,111.35 cm³ | 494.987 in³ |
| Elastic section modulus (Sy) | 1,222.47 cm³ | 74.600 in³ |
| Plastic section modulus (Zx) | 8,855.99 cm³ | 540.428 in³ |
| Plastic section modulus (Zy) | 1,851.19 cm³ | 112.967 in³ |
| Radius of gyration (rx) | 36.45 cm | 14.350 in |
| Radius of gyration (ry) | 9.85 cm | 3.879 in |
15.0 kN·m
15.0 kN
0.02 mm
L/241682