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 500x250x8x22 steel profile weighs 115.0 kg/m (77.28 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 14,648 mm². Moment of inertia Ix = 69,198.721 cm⁴, Iy = 5,731.112 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 22 mm | 0.87 in |
| Weight | 115.0 kg/m | 77.28 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,648 mm² | 22.704 in² |
| Moment of inertia (Ix) | 69,198.72 cm⁴ | 1662.50 in⁴ |
| Moment of inertia (Iy) | 5,731.11 cm⁴ | 137.69 in⁴ |
| Elastic section modulus (Sx) | 2,767.95 cm³ | 168.911 in³ |
| Elastic section modulus (Sy) | 458.49 cm³ | 27.979 in³ |
| Plastic section modulus (Zx) | 3,044.87 cm³ | 185.810 in³ |
| Plastic section modulus (Zy) | 694.8 cm³ | 42.399 in³ |
| Radius of gyration (rx) | 21.74 cm | 8.557 in |
| Radius of gyration (ry) | 6.26 cm | 2.463 in |
15.0 kN·m
15.0 kN
0.12 mm
L/49208