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 350x250x6x8 steel profile weighs 47.1 kg/m (31.65 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 6,004 mm². Moment of inertia Ix = 13,561.519 cm⁴, Iy = 2,083.935 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) | 8 mm | 0.31 in |
| Weight | 47.1 kg/m | 31.65 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,004 mm² | 9.306 in² |
| Moment of inertia (Ix) | 13,561.52 cm⁴ | 325.82 in⁴ |
| Moment of inertia (Iy) | 2,083.93 cm⁴ | 50.07 in⁴ |
| Elastic section modulus (Sx) | 774.94 cm³ | 47.290 in³ |
| Elastic section modulus (Sy) | 166.71 cm³ | 10.174 in³ |
| Plastic section modulus (Zx) | 851.33 cm³ | 51.952 in³ |
| Plastic section modulus (Zy) | 253.01 cm³ | 15.439 in³ |
| Radius of gyration (rx) | 15.03 cm | 5.917 in |
| Radius of gyration (ry) | 5.89 cm | 2.319 in |
15.0 kN·m
15.0 kN
0.62 mm
L/9644