CISC, 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 131,0 steel profile weighs 131.1 kg/m (88.09 lb/ft), has a depth of 275 mm (10.83 in), flange width 261 mm (10.28 in). Cross-sectional area: 16,709.191 mm². Moment of inertia Ix = 22,156.521 cm⁴, Iy = 7,446.351 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 275 mm | 10.83 in |
| Width (b) | 261 mm | 10.28 in |
| Web thickness (tw) | 15.4 mm | 0.61 in |
| Flange thickness (tf) | 25.1 mm | 0.99 in |
| Fillet radius (r) | 13 mm | 0.51 in |
| Weight | 131.1 kg/m | 88.09 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 16,709.19 mm² | 25.899 in² |
| Moment of inertia (Ix) | 22,156.52 cm⁴ | 532.31 in⁴ |
| Moment of inertia (Iy) | 7,446.35 cm⁴ | 178.90 in⁴ |
| Elastic section modulus (Sx) | 1,611.38 cm³ | 98.333 in³ |
| Elastic section modulus (Sy) | 570.6 cm³ | 34.820 in³ |
| Plastic section modulus (Zx) | 1,847.56 cm³ | 112.746 in³ |
| Plastic section modulus (Zy) | 869.79 cm³ | 53.078 in³ |
| Radius of gyration (rx) | 11.52 cm | 4.534 in |
| Radius of gyration (ry) | 6.68 cm | 2.628 in |
15.0 kN·m
15.0 kN
0.38 mm
L/15756