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 500x500x14x18 steel profile weighs 192.3 kg/m (129.25 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 24,496 mm². Moment of inertia Ix = 116,249.09 cm⁴, Iy = 37,510.61 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) | 18 mm | 0.71 in |
| Weight | 192.3 kg/m | 129.25 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 24,496 mm² | 37.969 in² |
| Moment of inertia (Ix) | 116,249.09 cm⁴ | 2792.88 in⁴ |
| Moment of inertia (Iy) | 37,510.61 cm⁴ | 901.19 in⁴ |
| Elastic section modulus (Sx) | 4,649.96 cm³ | 283.759 in³ |
| Elastic section modulus (Sy) | 1,500.42 cm³ | 91.562 in³ |
| Plastic section modulus (Zx) | 5,091.54 cm³ | 310.706 in³ |
| Plastic section modulus (Zy) | 2,272.74 cm³ | 138.691 in³ |
| Radius of gyration (rx) | 21.78 cm | 8.577 in |
| Radius of gyration (ry) | 12.37 cm | 4.872 in |
15.0 kN·m
15.0 kN
0.07 mm
L/82666