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 350x300x6x10 steel profile weighs 62.6 kg/m (42.09 lb/ft), has a depth of 350 mm (13.78 in), flange width 300 mm (11.81 in). Cross-sectional area: 7,980 mm². Moment of inertia Ix = 19,141.85 cm⁴, Iy = 4,500.594 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 62.6 kg/m | 42.09 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,980 mm² | 12.369 in² |
| Moment of inertia (Ix) | 19,141.85 cm⁴ | 459.88 in⁴ |
| Moment of inertia (Iy) | 4,500.59 cm⁴ | 108.13 in⁴ |
| Elastic section modulus (Sx) | 1,093.82 cm³ | 66.749 in³ |
| Elastic section modulus (Sy) | 300.04 cm³ | 18.310 in³ |
| Plastic section modulus (Zx) | 1,183.35 cm³ | 72.213 in³ |
| Plastic section modulus (Zy) | 452.97 cm³ | 27.642 in³ |
| Radius of gyration (rx) | 15.49 cm | 6.098 in |
| Radius of gyration (ry) | 7.51 cm | 2.957 in |
15.0 kN·m
15.0 kN
0.44 mm
L/13612