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 500x200x8x14 steel profile weighs 73.6 kg/m (49.48 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 9,376 mm². Moment of inertia Ix = 40,086.857 cm⁴, Iy = 1,868.681 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) | 14 mm | 0.55 in |
| Weight | 73.6 kg/m | 49.48 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,376 mm² | 14.533 in² |
| Moment of inertia (Ix) | 40,086.86 cm⁴ | 963.09 in⁴ |
| Moment of inertia (Iy) | 1,868.68 cm⁴ | 44.90 in⁴ |
| Elastic section modulus (Sx) | 1,603.47 cm³ | 97.850 in³ |
| Elastic section modulus (Sy) | 186.87 cm³ | 11.403 in³ |
| Plastic section modulus (Zx) | 1,806.37 cm³ | 110.232 in³ |
| Plastic section modulus (Zy) | 287.55 cm³ | 17.548 in³ |
| Radius of gyration (rx) | 20.68 cm | 8.141 in |
| Radius of gyration (ry) | 4.46 cm | 1.758 in |
15.0 kN·m
15.0 kN
0.21 mm
L/28506