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 350x200x6x10 steel profile weighs 46.9 kg/m (31.54 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,980 mm². Moment of inertia Ix = 13,360.183 cm⁴, Iy = 1,333.927 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 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 | 46.9 kg/m | 31.54 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,980 mm² | 9.269 in² |
| Moment of inertia (Ix) | 13,360.18 cm⁴ | 320.98 in⁴ |
| Moment of inertia (Iy) | 1,333.93 cm⁴ | 32.05 in⁴ |
| Elastic section modulus (Sx) | 763.44 cm³ | 46.588 in³ |
| Elastic section modulus (Sy) | 133.39 cm³ | 8.140 in³ |
| Plastic section modulus (Zx) | 843.35 cm³ | 51.465 in³ |
| Plastic section modulus (Zy) | 202.97 cm³ | 12.386 in³ |
| Radius of gyration (rx) | 14.95 cm | 5.885 in |
| Radius of gyration (ry) | 4.72 cm | 1.859 in |
15.0 kN·m
15.0 kN
0.63 mm
L/9501