Usiminas, 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 CS 500x207 steel profile weighs 207.2 kg/m (139.21 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 26,392 mm². Moment of inertia Ix = 123,101.784 cm⁴, Iy = 39,599.103 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 19 mm | 0.75 in |
| Weight | 207.2 kg/m | 139.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 26,392 mm² | 40.908 in² |
| Moment of inertia (Ix) | 123,101.78 cm⁴ | 2957.52 in⁴ |
| Moment of inertia (Iy) | 39,599.1 cm⁴ | 951.37 in⁴ |
| Elastic section modulus (Sx) | 4,924.07 cm³ | 300.487 in³ |
| Elastic section modulus (Sy) | 1,583.96 cm³ | 96.660 in³ |
| Plastic section modulus (Zx) | 5,423.28 cm³ | 330.950 in³ |
| Plastic section modulus (Zy) | 2,404.57 cm³ | 146.736 in³ |
| Radius of gyration (rx) | 21.6 cm | 8.503 in |
| Radius of gyration (ry) | 12.25 cm | 4.822 in |
15.0 kN·m
15.0 kN
0.07 mm
L/87539