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 600x600x20x30 steel profile weighs 367.4 kg/m (246.88 lb/ft), has a depth of 600 mm (23.62 in), flange width 600 mm (23.62 in). Cross-sectional area: 46,800 mm². Moment of inertia Ix = 318,924 cm⁴, Iy = 108,036 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) | 30 mm | 1.18 in |
| Weight | 367.4 kg/m | 246.88 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 46,800 mm² | 72.540 in² |
| Moment of inertia (Ix) | 318,924 cm⁴ | 7662.15 in⁴ |
| Moment of inertia (Iy) | 108,036 cm⁴ | 2595.56 in⁴ |
| Elastic section modulus (Sx) | 10,630.8 cm³ | 648.734 in³ |
| Elastic section modulus (Sy) | 3,601.2 cm³ | 219.760 in³ |
| Plastic section modulus (Zx) | 11,718 cm³ | 715.079 in³ |
| Plastic section modulus (Zy) | 5,454 cm³ | 332.825 in³ |
| Radius of gyration (rx) | 26.1 cm | 10.277 in |
| Radius of gyration (ry) | 15.19 cm | 5.982 in |
15.0 kN·m
15.0 kN
0.03 mm
L/226790