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 350x200x6x12 steel profile weighs 53.1 kg/m (35.66 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 6,756 mm². Moment of inertia Ix = 15,447.339 cm⁴, Iy = 1,600.587 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) | 12 mm | 0.47 in |
| Weight | 53.1 kg/m | 35.66 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,756 mm² | 10.472 in² |
| Moment of inertia (Ix) | 15,447.34 cm⁴ | 371.12 in⁴ |
| Moment of inertia (Iy) | 1,600.59 cm⁴ | 38.45 in⁴ |
| Elastic section modulus (Sx) | 882.71 cm³ | 53.866 in³ |
| Elastic section modulus (Sy) | 160.06 cm³ | 9.767 in³ |
| Plastic section modulus (Zx) | 970.61 cm³ | 59.231 in³ |
| Plastic section modulus (Zy) | 242.93 cm³ | 14.825 in³ |
| Radius of gyration (rx) | 15.12 cm | 5.953 in |
| Radius of gyration (ry) | 4.87 cm | 1.916 in |
15.0 kN·m
15.0 kN
0.55 mm
L/10985