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 500x200x8x12 steel profile weighs 67.6 kg/m (45.42 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 8,608 mm². Moment of inertia Ix = 35,773.052 cm⁴, Iy = 1,602.031 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 12 mm | 0.47 in |
| Weight | 67.6 kg/m | 45.42 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,608 mm² | 13.342 in² |
| Moment of inertia (Ix) | 35,773.05 cm⁴ | 859.45 in⁴ |
| Moment of inertia (Iy) | 1,602.03 cm⁴ | 38.49 in⁴ |
| Elastic section modulus (Sx) | 1,430.92 cm³ | 87.321 in³ |
| Elastic section modulus (Sy) | 160.2 cm³ | 9.776 in³ |
| Plastic section modulus (Zx) | 1,624.35 cm³ | 99.124 in³ |
| Plastic section modulus (Zy) | 247.62 cm³ | 15.111 in³ |
| Radius of gyration (rx) | 20.39 cm | 8.026 in |
| Radius of gyration (ry) | 4.31 cm | 1.698 in |
15.0 kN·m
15.0 kN
0.24 mm
L/25439