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 400x250x6x18 steel profile weighs 87.8 kg/m (58.97 lb/ft), has a depth of 400 mm (15.75 in), flange width 250 mm (9.84 in). Cross-sectional area: 11,184 mm². Moment of inertia Ix = 35,268.627 cm⁴, Iy = 4,688.155 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) | 18 mm | 0.71 in |
| Weight | 87.8 kg/m | 58.97 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,184 mm² | 17.335 in² |
| Moment of inertia (Ix) | 35,268.63 cm⁴ | 847.33 in⁴ |
| Moment of inertia (Iy) | 4,688.16 cm⁴ | 112.63 in⁴ |
| Elastic section modulus (Sx) | 1,763.43 cm³ | 107.612 in³ |
| Elastic section modulus (Sy) | 375.05 cm³ | 22.887 in³ |
| Plastic section modulus (Zx) | 1,917.74 cm³ | 117.028 in³ |
| Plastic section modulus (Zy) | 565.78 cm³ | 34.526 in³ |
| Radius of gyration (rx) | 17.76 cm | 6.991 in |
| Radius of gyration (ry) | 6.47 cm | 2.549 in |
15.0 kN·m
15.0 kN
0.24 mm
L/25080