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 500x250x8x20 steel profile weighs 107.4 kg/m (72.17 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 13,680 mm². Moment of inertia Ix = 64,122.4 cm⁴, Iy = 5,210.296 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) | 20 mm | 0.79 in |
| Weight | 107.4 kg/m | 72.17 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,680 mm² | 21.204 in² |
| Moment of inertia (Ix) | 64,122.4 cm⁴ | 1540.54 in⁴ |
| Moment of inertia (Iy) | 5,210.3 cm⁴ | 125.18 in⁴ |
| Elastic section modulus (Sx) | 2,564.9 cm³ | 156.520 in³ |
| Elastic section modulus (Sy) | 416.82 cm³ | 25.436 in³ |
| Plastic section modulus (Zx) | 2,823.2 cm³ | 172.283 in³ |
| Plastic section modulus (Zy) | 632.36 cm³ | 38.589 in³ |
| Radius of gyration (rx) | 21.65 cm | 8.524 in |
| Radius of gyration (ry) | 6.17 cm | 2.430 in |
15.0 kN·m
15.0 kN
0.13 mm
L/45598