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 400x200x6x8 steel profile weighs 43.2 kg/m (29.02 lb/ft), has a depth of 400 mm (15.75 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,504 mm². Moment of inertia Ix = 15,125.982 cm⁴, Iy = 1,067.358 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 43.2 kg/m | 29.02 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,504 mm² | 8.531 in² |
| Moment of inertia (Ix) | 15,125.98 cm⁴ | 363.40 in⁴ |
| Moment of inertia (Iy) | 1,067.36 cm⁴ | 25.64 in⁴ |
| Elastic section modulus (Sx) | 756.3 cm³ | 46.152 in³ |
| Elastic section modulus (Sy) | 106.74 cm³ | 6.513 in³ |
| Plastic section modulus (Zx) | 848.38 cm³ | 51.772 in³ |
| Plastic section modulus (Zy) | 163.46 cm³ | 9.975 in³ |
| Radius of gyration (rx) | 16.58 cm | 6.527 in |
| Radius of gyration (ry) | 4.4 cm | 1.734 in |
15.0 kN·m
15.0 kN
0.56 mm
L/10756