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 609.6x203.2x7.9x9.5 steel profile weighs 66.9 kg/m (44.98 lb/ft), has a depth of 609.6 mm (24.00 in), flange width 203.2 mm (8.00 in). Cross-sectional area: 8,526.54 mm². Moment of inertia Ix = 48,323.763 cm⁴, Iy = 1,330.871 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 609.6 mm | 24.00 in |
| Width (b) | 203.2 mm | 8.00 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 66.9 kg/m | 44.98 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,526.54 mm² | 13.216 in² |
| Moment of inertia (Ix) | 48,323.76 cm⁴ | 1160.98 in⁴ |
| Moment of inertia (Iy) | 1,330.87 cm⁴ | 31.97 in⁴ |
| Elastic section modulus (Sx) | 1,585.43 cm³ | 96.749 in³ |
| Elastic section modulus (Sy) | 130.99 cm³ | 7.994 in³ |
| Plastic section modulus (Zx) | 1,847.33 cm³ | 112.731 in³ |
| Plastic section modulus (Zy) | 205.34 cm³ | 12.531 in³ |
| Radius of gyration (rx) | 23.81 cm | 9.373 in |
| Radius of gyration (ry) | 3.95 cm | 1.555 in |
15.0 kN·m
15.0 kN
0.17 mm
L/34364