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 350x250x6x10 steel profile weighs 54.8 kg/m (36.82 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 6,980 mm². Moment of inertia Ix = 16,251.017 cm⁴, Iy = 2,604.761 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 54.8 kg/m | 36.82 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,980 mm² | 10.819 in² |
| Moment of inertia (Ix) | 16,251.02 cm⁴ | 390.43 in⁴ |
| Moment of inertia (Iy) | 2,604.76 cm⁴ | 62.58 in⁴ |
| Elastic section modulus (Sx) | 928.63 cm³ | 56.669 in³ |
| Elastic section modulus (Sy) | 208.38 cm³ | 12.716 in³ |
| Plastic section modulus (Zx) | 1,013.35 cm³ | 61.839 in³ |
| Plastic section modulus (Zy) | 315.47 cm³ | 19.251 in³ |
| Radius of gyration (rx) | 15.26 cm | 6.007 in |
| Radius of gyration (ry) | 6.11 cm | 2.405 in |
15.0 kN·m
15.0 kN
0.52 mm
L/11556