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 500x200x8x10 steel profile weighs 61.5 kg/m (41.35 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 7,840 mm². Moment of inertia Ix = 31,386.133 cm⁴, Iy = 1,335.381 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) | 10 mm | 0.39 in |
| Weight | 61.5 kg/m | 41.35 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,840 mm² | 12.152 in² |
| Moment of inertia (Ix) | 31,386.13 cm⁴ | 754.05 in⁴ |
| Moment of inertia (Iy) | 1,335.38 cm⁴ | 32.08 in⁴ |
| Elastic section modulus (Sx) | 1,255.45 cm³ | 76.612 in³ |
| Elastic section modulus (Sy) | 133.54 cm³ | 8.149 in³ |
| Plastic section modulus (Zx) | 1,440.8 cm³ | 87.923 in³ |
| Plastic section modulus (Zy) | 207.68 cm³ | 12.673 in³ |
| Radius of gyration (rx) | 20.01 cm | 7.877 in |
| Radius of gyration (ry) | 4.13 cm | 1.625 in |
15.0 kN·m
15.0 kN
0.27 mm
L/22319