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 500x350x8x20 steel profile weighs 138.8 kg/m (93.27 lb/ft), has a depth of 500 mm (19.69 in), flange width 350 mm (13.78 in). Cross-sectional area: 17,680 mm². Moment of inertia Ix = 87,175.733 cm⁴, Iy = 14,293.629 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 138.8 kg/m | 93.27 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 17,680 mm² | 27.404 in² |
| Moment of inertia (Ix) | 87,175.73 cm⁴ | 2094.40 in⁴ |
| Moment of inertia (Iy) | 14,293.63 cm⁴ | 343.40 in⁴ |
| Elastic section modulus (Sx) | 3,487.03 cm³ | 212.792 in³ |
| Elastic section modulus (Sy) | 816.78 cm³ | 49.843 in³ |
| Plastic section modulus (Zx) | 3,783.2 cm³ | 230.866 in³ |
| Plastic section modulus (Zy) | 1,232.36 cm³ | 75.204 in³ |
| Radius of gyration (rx) | 22.21 cm | 8.742 in |
| Radius of gyration (ry) | 8.99 cm | 3.540 in |
15.0 kN·m
15.0 kN
0.10 mm
L/61992