CISC, 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 600x600x60x60 steel profile weighs 791.3 kg/m (531.74 lb/ft), has a depth of 600 mm (23.62 in), flange width 600 mm (23.62 in). Cross-sectional area: 100,800 mm². Moment of inertia Ix = 582,336 cm⁴, Iy = 216,864 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 600 mm | 23.62 in |
| Width (b) | 600 mm | 23.62 in |
| Web thickness (tw) | 60 mm | 2.36 in |
| Flange thickness (tf) | 60 mm | 2.36 in |
| Weight | 791.3 kg/m | 531.74 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 100,800 mm² | 156.240 in² |
| Moment of inertia (Ix) | 582,336 cm⁴ | 13990.62 in⁴ |
| Moment of inertia (Iy) | 216,864 cm⁴ | 5210.16 in⁴ |
| Elastic section modulus (Sx) | 19,411.2 cm³ | 1184.549 in³ |
| Elastic section modulus (Sy) | 7,228.8 cm³ | 441.130 in³ |
| Plastic section modulus (Zx) | 22,896 cm³ | 1397.206 in³ |
| Plastic section modulus (Zy) | 11,232 cm³ | 685.422 in³ |
| Radius of gyration (rx) | 24.04 cm | 9.463 in |
| Radius of gyration (ry) | 14.67 cm | 5.775 in |
15.0 kN·m
15.0 kN
0.01 mm
L/414106