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 500x300x8x25 steel profile weighs 146.0 kg/m (98.12 lb/ft), has a depth of 500 mm (19.69 in), flange width 300 mm (11.81 in). Cross-sectional area: 18,600 mm². Moment of inertia Ix = 90,762.5 cm⁴, Iy = 11,251.92 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 146.0 kg/m | 98.12 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 18,600 mm² | 28.830 in² |
| Moment of inertia (Ix) | 90,762.5 cm⁴ | 2180.57 in⁴ |
| Moment of inertia (Iy) | 11,251.92 cm⁴ | 270.33 in⁴ |
| Elastic section modulus (Sx) | 3,630.5 cm³ | 221.548 in³ |
| Elastic section modulus (Sy) | 750.13 cm³ | 45.776 in³ |
| Plastic section modulus (Zx) | 3,967.5 cm³ | 242.113 in³ |
| Plastic section modulus (Zy) | 1,132.2 cm³ | 69.091 in³ |
| Radius of gyration (rx) | 22.09 cm | 8.697 in |
| Radius of gyration (ry) | 7.78 cm | 3.062 in |
15.0 kN·m
15.0 kN
0.09 mm
L/64542