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 500x500x14x20 steel profile weighs 207.6 kg/m (139.47 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 26,440 mm². Moment of inertia Ix = 126,622.533 cm⁴, Iy = 41,677.185 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 207.6 kg/m | 139.47 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 26,440 mm² | 40.982 in² |
| Moment of inertia (Ix) | 126,622.53 cm⁴ | 3042.11 in⁴ |
| Moment of inertia (Iy) | 41,677.19 cm⁴ | 1001.29 in⁴ |
| Elastic section modulus (Sx) | 5,064.9 cm³ | 309.081 in³ |
| Elastic section modulus (Sy) | 1,667.09 cm³ | 101.732 in³ |
| Plastic section modulus (Zx) | 5,540.6 cm³ | 338.110 in³ |
| Plastic section modulus (Zy) | 2,522.54 cm³ | 153.935 in³ |
| Radius of gyration (rx) | 21.88 cm | 8.616 in |
| Radius of gyration (ry) | 12.56 cm | 4.943 in |
15.0 kN·m
15.0 kN
0.07 mm
L/90043