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 200x200x6x10 steel profile weighs 39.9 kg/m (26.80 lb/ft), has a depth of 200 mm (7.87 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,080 mm². Moment of inertia Ix = 3,904.933 cm⁴, Iy = 1,333.657 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 200 mm | 7.87 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 39.9 kg/m | 26.80 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,080 mm² | 7.874 in² |
| Moment of inertia (Ix) | 3,904.93 cm⁴ | 93.82 in⁴ |
| Moment of inertia (Iy) | 1,333.66 cm⁴ | 32.04 in⁴ |
| Elastic section modulus (Sx) | 390.49 cm³ | 23.829 in³ |
| Elastic section modulus (Sy) | 133.37 cm³ | 8.139 in³ |
| Plastic section modulus (Zx) | 428.6 cm³ | 26.155 in³ |
| Plastic section modulus (Zy) | 201.62 cm³ | 12.304 in³ |
| Radius of gyration (rx) | 8.77 cm | 3.452 in |
| Radius of gyration (ry) | 5.12 cm | 2.017 in |
15.0 kN·m
15.0 kN
2.16 mm
L/2777