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 315,0 steel profile weighs 314.0 kg/m (211.01 lb/ft), has a depth of 525 mm (20.67 in), flange width 293 mm (11.54 in). Cross-sectional area: 40,020.041 mm². Moment of inertia Ix = 179,843.677 cm⁴, Iy = 20,404.187 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 525 mm | 20.67 in |
| Width (b) | 293 mm | 11.54 in |
| Web thickness (tw) | 26.9 mm | 1.06 in |
| Flange thickness (tf) | 48.5 mm | 1.91 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 314.0 kg/m | 211.01 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 40,020.04 mm² | 62.031 in² |
| Moment of inertia (Ix) | 179,843.68 cm⁴ | 4320.74 in⁴ |
| Moment of inertia (Iy) | 20,404.19 cm⁴ | 490.21 in⁴ |
| Elastic section modulus (Sx) | 6,851.19 cm³ | 418.087 in³ |
| Elastic section modulus (Sy) | 1,392.78 cm³ | 84.993 in³ |
| Plastic section modulus (Zx) | 8,021.39 cm³ | 489.498 in³ |
| Plastic section modulus (Zy) | 2,160.61 cm³ | 131.849 in³ |
| Radius of gyration (rx) | 21.2 cm | 8.346 in |
| Radius of gyration (ry) | 7.14 cm | 2.811 in |
15.0 kN·m
15.0 kN
0.05 mm
L/127889