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 500x200x6x12 steel profile weighs 60.1 kg/m (40.41 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 7,656 mm². Moment of inertia Ix = 33,975.549 cm⁴, Iy = 1,600.857 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 12 mm | 0.47 in |
| Weight | 60.1 kg/m | 40.41 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,656 mm² | 11.867 in² |
| Moment of inertia (Ix) | 33,975.55 cm⁴ | 816.26 in⁴ |
| Moment of inertia (Iy) | 1,600.86 cm⁴ | 38.46 in⁴ |
| Elastic section modulus (Sx) | 1,359.02 cm³ | 82.933 in³ |
| Elastic section modulus (Sy) | 160.09 cm³ | 9.769 in³ |
| Plastic section modulus (Zx) | 1,511.06 cm³ | 92.211 in³ |
| Plastic section modulus (Zy) | 244.28 cm³ | 14.907 in³ |
| Radius of gyration (rx) | 21.07 cm | 8.294 in |
| Radius of gyration (ry) | 4.57 cm | 1.800 in |
15.0 kN·m
15.0 kN
0.25 mm
L/24160