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 600x600x20x50 steel profile weighs 549.5 kg/m (369.26 lb/ft), has a depth of 600 mm (23.62 in), flange width 600 mm (23.62 in). Cross-sectional area: 70,000 mm². Moment of inertia Ix = 475,833.333 cm⁴, Iy = 180,033.333 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 600 mm | 23.62 in |
| Width (b) | 600 mm | 23.62 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 549.5 kg/m | 369.26 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 70,000 mm² | 108.500 in² |
| Moment of inertia (Ix) | 475,833.33 cm⁴ | 11431.90 in⁴ |
| Moment of inertia (Iy) | 180,033.33 cm⁴ | 4325.30 in⁴ |
| Elastic section modulus (Sx) | 15,861.11 cm³ | 967.908 in³ |
| Elastic section modulus (Sy) | 6,001.11 cm³ | 366.212 in³ |
| Plastic section modulus (Zx) | 17,750 cm³ | 1083.176 in³ |
| Plastic section modulus (Zy) | 9,050 cm³ | 552.267 in³ |
| Radius of gyration (rx) | 26.07 cm | 10.265 in |
| Radius of gyration (ry) | 16.04 cm | 6.314 in |
15.0 kN·m
15.0 kN
0.02 mm
L/338370