KS, hot-rolled 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 W 250 x 20,4 steel profile weighs 20.4 kg/m (13.68 lb/ft), has a depth of 250 mm (9.84 in), flange width 125 mm (4.92 in). Cross-sectional area: 2,592.46 mm². Moment of inertia Ix = 2,768.422 cm⁴, Iy = 195.519 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 250 mm | 9.84 in |
| Width (b) | 125 mm | 4.92 in |
| Web thickness (tw) | 4.5 mm | 0.18 in |
| Flange thickness (tf) | 6 mm | 0.24 in |
| Fillet radius (r) | 5 mm | 0.20 in |
| Weight | 20.4 kg/m | 13.68 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,592.46 mm² | 4.018 in² |
| Moment of inertia (Ix) | 2,768.42 cm⁴ | 66.51 in⁴ |
| Moment of inertia (Iy) | 195.52 cm⁴ | 4.70 in⁴ |
| Elastic section modulus (Sx) | 221.47 cm³ | 13.515 in³ |
| Elastic section modulus (Sy) | 31.28 cm³ | 1.909 in³ |
| Plastic section modulus (Zx) | 249.25 cm³ | 15.210 in³ |
| Plastic section modulus (Zy) | 48.15 cm³ | 2.938 in³ |
| Radius of gyration (rx) | 10.33 cm | 4.068 in |
| Radius of gyration (ry) | 2.75 cm | 1.081 in |
15.0 kN·m
15.0 kN
3.05 mm
L/1969