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 500x250x8x14 steel profile weighs 84.6 kg/m (56.86 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 10,776 mm². Moment of inertia Ix = 48,356.003 cm⁴, Iy = 3,647.847 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) | 14 mm | 0.55 in |
| Weight | 84.6 kg/m | 56.86 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,776 mm² | 16.703 in² |
| Moment of inertia (Ix) | 48,356 cm⁴ | 1161.75 in⁴ |
| Moment of inertia (Iy) | 3,647.85 cm⁴ | 87.64 in⁴ |
| Elastic section modulus (Sx) | 1,934.24 cm³ | 118.035 in³ |
| Elastic section modulus (Sy) | 291.83 cm³ | 17.808 in³ |
| Plastic section modulus (Zx) | 2,146.57 cm³ | 130.992 in³ |
| Plastic section modulus (Zy) | 445.05 cm³ | 27.159 in³ |
| Radius of gyration (rx) | 21.18 cm | 8.340 in |
| Radius of gyration (ry) | 5.82 cm | 2.291 in |
15.0 kN·m
15.0 kN
0.17 mm
L/34386