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 400x250x6x20 steel profile weighs 95.5 kg/m (64.15 lb/ft), has a depth of 400 mm (15.75 in), flange width 250 mm (9.84 in). Cross-sectional area: 12,160 mm². Moment of inertia Ix = 38,466.133 cm⁴, Iy = 5,208.981 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) | 20 mm | 0.79 in |
| Weight | 95.5 kg/m | 64.15 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,160 mm² | 18.848 in² |
| Moment of inertia (Ix) | 38,466.13 cm⁴ | 924.15 in⁴ |
| Moment of inertia (Iy) | 5,208.98 cm⁴ | 125.15 in⁴ |
| Elastic section modulus (Sx) | 1,923.31 cm³ | 117.368 in³ |
| Elastic section modulus (Sy) | 416.72 cm³ | 25.430 in³ |
| Plastic section modulus (Zx) | 2,094.4 cm³ | 127.809 in³ |
| Plastic section modulus (Zy) | 628.24 cm³ | 38.338 in³ |
| Radius of gyration (rx) | 17.79 cm | 7.002 in |
| Radius of gyration (ry) | 6.54 cm | 2.577 in |
15.0 kN·m
15.0 kN
0.22 mm
L/27354