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 500x250x8x16 steel profile weighs 92.2 kg/m (61.93 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 11,744 mm². Moment of inertia Ix = 53,701.815 cm⁴, Iy = 4,168.663 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) | 16 mm | 0.63 in |
| Weight | 92.2 kg/m | 61.93 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,744 mm² | 18.203 in² |
| Moment of inertia (Ix) | 53,701.82 cm⁴ | 1290.19 in⁴ |
| Moment of inertia (Iy) | 4,168.66 cm⁴ | 100.15 in⁴ |
| Elastic section modulus (Sx) | 2,148.07 cm³ | 131.084 in³ |
| Elastic section modulus (Sy) | 333.49 cm³ | 20.351 in³ |
| Plastic section modulus (Zx) | 2,374.05 cm³ | 144.874 in³ |
| Plastic section modulus (Zy) | 507.49 cm³ | 30.969 in³ |
| Radius of gyration (rx) | 21.38 cm | 8.419 in |
| Radius of gyration (ry) | 5.96 cm | 2.346 in |
15.0 kN·m
15.0 kN
0.16 mm
L/38188