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 500x200x5x10 steel profile weighs 50.2 kg/m (33.76 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 6,400 mm². Moment of inertia Ix = 28,621.333 cm⁴, Iy = 1,333.833 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 5 mm | 0.20 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 50.2 kg/m | 33.76 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,400 mm² | 9.920 in² |
| Moment of inertia (Ix) | 28,621.33 cm⁴ | 687.63 in⁴ |
| Moment of inertia (Iy) | 1,333.83 cm⁴ | 32.05 in⁴ |
| Elastic section modulus (Sx) | 1,144.85 cm³ | 69.864 in³ |
| Elastic section modulus (Sy) | 133.38 cm³ | 8.140 in³ |
| Plastic section modulus (Zx) | 1,268 cm³ | 77.378 in³ |
| Plastic section modulus (Zy) | 203 cm³ | 12.388 in³ |
| Radius of gyration (rx) | 21.15 cm | 8.326 in |
| Radius of gyration (ry) | 4.57 cm | 1.797 in |
15.0 kN·m
15.0 kN
0.29 mm
L/20353