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 144,0 steel profile weighs 144.4 kg/m (97.06 lb/ft), has a depth of 472 mm (18.58 in), flange width 283 mm (11.14 in). Cross-sectional area: 18,412.521 mm². Moment of inertia Ix = 72,605.371 cm⁴, Iy = 8,358.042 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 472 mm | 18.58 in |
| Width (b) | 283 mm | 11.14 in |
| Web thickness (tw) | 13.6 mm | 0.54 in |
| Flange thickness (tf) | 22.1 mm | 0.87 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 144.4 kg/m | 97.06 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 18,412.52 mm² | 28.539 in² |
| Moment of inertia (Ix) | 72,605.37 cm⁴ | 1744.34 in⁴ |
| Moment of inertia (Iy) | 8,358.04 cm⁴ | 200.80 in⁴ |
| Elastic section modulus (Sx) | 3,076.5 cm³ | 187.740 in³ |
| Elastic section modulus (Sy) | 590.67 cm³ | 36.045 in³ |
| Plastic section modulus (Zx) | 3,454.22 cm³ | 210.790 in³ |
| Plastic section modulus (Zy) | 905.54 cm³ | 55.260 in³ |
| Radius of gyration (rx) | 19.86 cm | 7.818 in |
| Radius of gyration (ry) | 6.74 cm | 2.653 in |
15.0 kN·m
15.0 kN
0.12 mm
L/51630