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 500x200x5x8 steel profile weighs 44.1 kg/m (29.65 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,620 mm². Moment of inertia Ix = 24,090.989 cm⁴, Iy = 1,067.171 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) | 8 mm | 0.31 in |
| Weight | 44.1 kg/m | 29.65 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,620 mm² | 8.711 in² |
| Moment of inertia (Ix) | 24,090.99 cm⁴ | 578.79 in⁴ |
| Moment of inertia (Iy) | 1,067.17 cm⁴ | 25.64 in⁴ |
| Elastic section modulus (Sx) | 963.64 cm³ | 58.805 in³ |
| Elastic section modulus (Sy) | 106.72 cm³ | 6.512 in³ |
| Plastic section modulus (Zx) | 1,080.02 cm³ | 65.907 in³ |
| Plastic section modulus (Zy) | 163.03 cm³ | 9.948 in³ |
| Radius of gyration (rx) | 20.7 cm | 8.151 in |
| Radius of gyration (ry) | 4.36 cm | 1.716 in |
15.0 kN·m
15.0 kN
0.35 mm
L/17131