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 400x250x6x8 steel profile weighs 49.5 kg/m (33.24 lb/ft), has a depth of 400 mm (15.75 in), flange width 250 mm (9.84 in). Cross-sectional area: 6,304 mm². Moment of inertia Ix = 18,199.689 cm⁴, Iy = 2,084.025 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) | 8 mm | 0.31 in |
| Weight | 49.5 kg/m | 33.24 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,304 mm² | 9.771 in² |
| Moment of inertia (Ix) | 18,199.69 cm⁴ | 437.25 in⁴ |
| Moment of inertia (Iy) | 2,084.02 cm⁴ | 50.07 in⁴ |
| Elastic section modulus (Sx) | 909.98 cm³ | 55.531 in³ |
| Elastic section modulus (Sy) | 166.72 cm³ | 10.174 in³ |
| Plastic section modulus (Zx) | 1,005.18 cm³ | 61.340 in³ |
| Plastic section modulus (Zy) | 253.46 cm³ | 15.467 in³ |
| Radius of gyration (rx) | 16.99 cm | 6.689 in |
| Radius of gyration (ry) | 5.75 cm | 2.264 in |
15.0 kN·m
15.0 kN
0.46 mm
L/12942