Cintac, 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 600x300x8x20 steel profile weighs 129.4 kg/m (86.94 lb/ft), has a depth of 600 mm (23.62 in), flange width 300 mm (11.81 in). Cross-sectional area: 16,480 mm². Moment of inertia Ix = 112,667.733 cm⁴, Iy = 9,002.389 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 600 mm | 23.62 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 129.4 kg/m | 86.94 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 16,480 mm² | 25.544 in² |
| Moment of inertia (Ix) | 112,667.73 cm⁴ | 2706.84 in⁴ |
| Moment of inertia (Iy) | 9,002.39 cm⁴ | 216.28 in⁴ |
| Elastic section modulus (Sx) | 3,755.59 cm³ | 229.181 in³ |
| Elastic section modulus (Sy) | 600.16 cm³ | 36.624 in³ |
| Plastic section modulus (Zx) | 4,107.2 cm³ | 250.638 in³ |
| Plastic section modulus (Zy) | 908.96 cm³ | 55.468 in³ |
| Radius of gyration (rx) | 26.15 cm | 10.294 in |
| Radius of gyration (ry) | 7.39 cm | 2.910 in |
15.0 kN·m
15.0 kN
0.07 mm
L/80119