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 460 x 235,0 steel profile weighs 234.7 kg/m (157.73 lb/ft), has a depth of 501 mm (19.72 in), flange width 287 mm (11.30 in). Cross-sectional area: 29,906.921 mm². Moment of inertia Ix = 127,330.07 cm⁴, Iy = 14,452.884 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 501 mm | 19.72 in |
| Width (b) | 287 mm | 11.30 in |
| Web thickness (tw) | 20.6 mm | 0.81 in |
| Flange thickness (tf) | 36.6 mm | 1.44 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 234.7 kg/m | 157.73 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 29,906.92 mm² | 46.356 in² |
| Moment of inertia (Ix) | 127,330.07 cm⁴ | 3059.10 in⁴ |
| Moment of inertia (Iy) | 14,452.88 cm⁴ | 347.23 in⁴ |
| Elastic section modulus (Sx) | 5,083.04 cm³ | 310.187 in³ |
| Elastic section modulus (Sy) | 1,007.17 cm³ | 61.462 in³ |
| Plastic section modulus (Zx) | 5,838.84 cm³ | 356.309 in³ |
| Plastic section modulus (Zy) | 1,553.81 cm³ | 94.820 in³ |
| Radius of gyration (rx) | 20.63 cm | 8.124 in |
| Radius of gyration (ry) | 6.95 cm | 2.737 in |
15.0 kN·m
15.0 kN
0.07 mm
L/90546