CISC, welded 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 I 500x500x60x60 steel profile weighs 650.0 kg/m (436.79 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 82,800 mm². Moment of inertia Ix = 319,636 cm⁴, Iy = 125,684 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 60 mm | 2.36 in |
| Flange thickness (tf) | 60 mm | 2.36 in |
| Weight | 650.0 kg/m | 436.79 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 82,800 mm² | 128.340 in² |
| Moment of inertia (Ix) | 319,636 cm⁴ | 7679.25 in⁴ |
| Moment of inertia (Iy) | 125,684 cm⁴ | 3019.56 in⁴ |
| Elastic section modulus (Sx) | 12,785.44 cm³ | 780.219 in³ |
| Elastic section modulus (Sy) | 5,027.36 cm³ | 306.790 in³ |
| Plastic section modulus (Zx) | 15,366 cm³ | 937.695 in³ |
| Plastic section modulus (Zy) | 7,842 cm³ | 478.550 in³ |
| Radius of gyration (rx) | 19.65 cm | 7.735 in |
| Radius of gyration (ry) | 12.32 cm | 4.851 in |
15.0 kN·m
15.0 kN
0.03 mm
L/227297