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 200x200x3x6 steel profile weighs 23.2 kg/m (15.62 lb/ft), has a depth of 200 mm (7.87 in), flange width 200 mm (7.87 in). Cross-sectional area: 2,964 mm². Moment of inertia Ix = 2,424.997 cm⁴, Iy = 800.042 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 200 mm | 7.87 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 3 mm | 0.12 in |
| Flange thickness (tf) | 6 mm | 0.24 in |
| Weight | 23.2 kg/m | 15.62 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,964 mm² | 4.594 in² |
| Moment of inertia (Ix) | 2,425 cm⁴ | 58.26 in⁴ |
| Moment of inertia (Iy) | 800.04 cm⁴ | 19.22 in⁴ |
| Elastic section modulus (Sx) | 242.5 cm³ | 14.798 in³ |
| Elastic section modulus (Sy) | 80 cm³ | 4.882 in³ |
| Plastic section modulus (Zx) | 259.31 cm³ | 15.824 in³ |
| Plastic section modulus (Zy) | 120.42 cm³ | 7.349 in³ |
| Radius of gyration (rx) | 9.05 cm | 3.561 in |
| Radius of gyration (ry) | 5.2 cm | 2.045 in |
15.0 kN·m
15.0 kN
3.48 mm
L/1724