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 350x250x6x16 steel profile weighs 77.8 kg/m (52.27 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 9,908 mm². Moment of inertia Ix = 23,936.138 cm⁴, Iy = 4,167.239 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) | 16 mm | 0.63 in |
| Weight | 77.8 kg/m | 52.27 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,908 mm² | 15.357 in² |
| Moment of inertia (Ix) | 23,936.14 cm⁴ | 575.07 in⁴ |
| Moment of inertia (Iy) | 4,167.24 cm⁴ | 100.12 in⁴ |
| Elastic section modulus (Sx) | 1,367.78 cm³ | 83.467 in³ |
| Elastic section modulus (Sy) | 333.38 cm³ | 20.344 in³ |
| Plastic section modulus (Zx) | 1,487.69 cm³ | 90.785 in³ |
| Plastic section modulus (Zy) | 502.86 cm³ | 30.687 in³ |
| Radius of gyration (rx) | 15.54 cm | 6.119 in |
| Radius of gyration (ry) | 6.49 cm | 2.553 in |
15.0 kN·m
15.0 kN
0.35 mm
L/17021