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 128,0 steel profile weighs 128.7 kg/m (86.51 lb/ft), has a depth of 467 mm (18.39 in), flange width 282 mm (11.10 in). Cross-sectional area: 16,359.401 mm². Moment of inertia Ix = 63,697.871 cm⁴, Iy = 7,332.851 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 467 mm | 18.39 in |
| Width (b) | 282 mm | 11.10 in |
| Web thickness (tw) | 12.2 mm | 0.48 in |
| Flange thickness (tf) | 19.6 mm | 0.77 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 128.7 kg/m | 86.51 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 16,359.4 mm² | 25.357 in² |
| Moment of inertia (Ix) | 63,697.87 cm⁴ | 1530.34 in⁴ |
| Moment of inertia (Iy) | 7,332.85 cm⁴ | 176.17 in⁴ |
| Elastic section modulus (Sx) | 2,727.96 cm³ | 166.471 in³ |
| Elastic section modulus (Sy) | 520.06 cm³ | 31.736 in³ |
| Plastic section modulus (Zx) | 3,049.23 cm³ | 186.076 in³ |
| Plastic section modulus (Zy) | 795.97 cm³ | 48.573 in³ |
| Radius of gyration (rx) | 19.73 cm | 7.769 in |
| Radius of gyration (ry) | 6.7 cm | 2.636 in |
15.0 kN·m
15.0 kN
0.13 mm
L/45296