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 400x250x6x10 steel profile weighs 57.1 kg/m (38.40 lb/ft), has a depth of 400 mm (15.75 in), flange width 250 mm (9.84 in). Cross-sectional area: 7,280 mm². Moment of inertia Ix = 21,760.267 cm⁴, Iy = 2,604.851 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 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 | 57.1 kg/m | 38.40 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,280 mm² | 11.284 in² |
| Moment of inertia (Ix) | 21,760.27 cm⁴ | 522.79 in⁴ |
| Moment of inertia (Iy) | 2,604.85 cm⁴ | 62.58 in⁴ |
| Elastic section modulus (Sx) | 1,088.01 cm³ | 66.395 in³ |
| Elastic section modulus (Sy) | 208.39 cm³ | 12.717 in³ |
| Plastic section modulus (Zx) | 1,191.6 cm³ | 72.716 in³ |
| Plastic section modulus (Zy) | 315.92 cm³ | 19.279 in³ |
| Radius of gyration (rx) | 17.29 cm | 6.807 in |
| Radius of gyration (ry) | 5.98 cm | 2.355 in |
15.0 kN·m
15.0 kN
0.39 mm
L/15474