IAS, 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 600x600x20x40 steel profile weighs 458.4 kg/m (308.07 lb/ft), has a depth of 600 mm (23.62 in), flange width 600 mm (23.62 in). Cross-sectional area: 58,400 mm². Moment of inertia Ix = 400,394.667 cm⁴, Iy = 144,034.667 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) | 40 mm | 1.57 in |
| Weight | 458.4 kg/m | 308.07 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 58,400 mm² | 90.520 in² |
| Moment of inertia (Ix) | 400,394.67 cm⁴ | 9619.48 in⁴ |
| Moment of inertia (Iy) | 144,034.67 cm⁴ | 3460.43 in⁴ |
| Elastic section modulus (Sx) | 13,346.49 cm³ | 814.456 in³ |
| Elastic section modulus (Sy) | 4,801.16 cm³ | 292.986 in³ |
| Plastic section modulus (Zx) | 14,792 cm³ | 902.667 in³ |
| Plastic section modulus (Zy) | 7,252 cm³ | 442.546 in³ |
| Radius of gyration (rx) | 26.18 cm | 10.309 in |
| Radius of gyration (ry) | 15.7 cm | 6.183 in |
15.0 kN·m
15.0 kN
0.02 mm
L/284725