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 1676x508x12.7x22.2 steel profile weighs 339.8 kg/m (228.32 lb/ft), has a depth of 1676 mm (65.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 43,276.52 mm². Moment of inertia Ix = 2,002,023.553 cm⁴, Iy = 48,533.561 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1676 mm | 65.98 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 339.8 kg/m | 228.32 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 43,276.52 mm² | 67.079 in² |
| Moment of inertia (Ix) | 2,002,023.55 cm⁴ | 48098.62 in⁴ |
| Moment of inertia (Iy) | 48,533.56 cm⁴ | 1166.02 in⁴ |
| Elastic section modulus (Sx) | 23,890.5 cm³ | 1457.894 in³ |
| Elastic section modulus (Sy) | 1,910.77 cm³ | 116.603 in³ |
| Plastic section modulus (Zx) | 27,103.12 cm³ | 1653.941 in³ |
| Plastic section modulus (Zy) | 2,930.3 cm³ | 178.819 in³ |
| Radius of gyration (rx) | 68.02 cm | 26.778 in |
| Radius of gyration (ry) | 10.59 cm | 4.169 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1423661