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 350x200x6x8 steel profile weighs 40.8 kg/m (27.43 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,204 mm². Moment of inertia Ix = 11,221.812 cm⁴, Iy = 1,067.268 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) | 8 mm | 0.31 in |
| Weight | 40.8 kg/m | 27.43 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,204 mm² | 8.066 in² |
| Moment of inertia (Ix) | 11,221.81 cm⁴ | 269.60 in⁴ |
| Moment of inertia (Iy) | 1,067.27 cm⁴ | 25.64 in⁴ |
| Elastic section modulus (Sx) | 641.25 cm³ | 39.131 in³ |
| Elastic section modulus (Sy) | 106.73 cm³ | 6.513 in³ |
| Plastic section modulus (Zx) | 714.53 cm³ | 43.604 in³ |
| Plastic section modulus (Zy) | 163.01 cm³ | 9.947 in³ |
| Radius of gyration (rx) | 14.68 cm | 5.781 in |
| Radius of gyration (ry) | 4.53 cm | 1.783 in |
15.0 kN·m
15.0 kN
0.75 mm
L/7980