Cintac, 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 500x200x6x16 steel profile weighs 72.3 kg/m (48.59 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 9,208 mm². Moment of inertia Ix = 42,619.775 cm⁴, Iy = 2,134.176 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 16 mm | 0.63 in |
| Weight | 72.3 kg/m | 48.59 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,208 mm² | 14.272 in² |
| Moment of inertia (Ix) | 42,619.77 cm⁴ | 1023.94 in⁴ |
| Moment of inertia (Iy) | 2,134.18 cm⁴ | 51.27 in⁴ |
| Elastic section modulus (Sx) | 1,704.79 cm³ | 104.033 in³ |
| Elastic section modulus (Sy) | 213.42 cm³ | 13.024 in³ |
| Plastic section modulus (Zx) | 1,877.34 cm³ | 114.563 in³ |
| Plastic section modulus (Zy) | 324.21 cm³ | 19.785 in³ |
| Radius of gyration (rx) | 21.51 cm | 8.470 in |
| Radius of gyration (ry) | 4.81 cm | 1.895 in |
15.0 kN·m
15.0 kN
0.20 mm
L/30307