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 350x250x6x14 steel profile weighs 70.1 kg/m (47.11 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 8,932 mm². Moment of inertia Ix = 21,437.546 cm⁴, Iy = 3,646.413 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) | 14 mm | 0.55 in |
| Weight | 70.1 kg/m | 47.11 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,932 mm² | 13.845 in² |
| Moment of inertia (Ix) | 21,437.55 cm⁴ | 515.04 in⁴ |
| Moment of inertia (Iy) | 3,646.41 cm⁴ | 87.61 in⁴ |
| Elastic section modulus (Sx) | 1,225 cm³ | 74.755 in³ |
| Elastic section modulus (Sy) | 291.71 cm³ | 17.801 in³ |
| Plastic section modulus (Zx) | 1,331.53 cm³ | 81.255 in³ |
| Plastic section modulus (Zy) | 440.4 cm³ | 26.875 in³ |
| Radius of gyration (rx) | 15.49 cm | 6.099 in |
| Radius of gyration (ry) | 6.39 cm | 2.515 in |
15.0 kN·m
15.0 kN
0.39 mm
L/15244