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 500x350x8x14 steel profile weighs 106.6 kg/m (71.64 lb/ft), has a depth of 500 mm (19.69 in), flange width 350 mm (13.78 in). Cross-sectional area: 13,576 mm². Moment of inertia Ix = 64,894.297 cm⁴, Iy = 10,006.181 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) | 14 mm | 0.55 in |
| Weight | 106.6 kg/m | 71.64 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,576 mm² | 21.043 in² |
| Moment of inertia (Ix) | 64,894.3 cm⁴ | 1559.09 in⁴ |
| Moment of inertia (Iy) | 10,006.18 cm⁴ | 240.40 in⁴ |
| Elastic section modulus (Sx) | 2,595.77 cm³ | 158.404 in³ |
| Elastic section modulus (Sy) | 571.78 cm³ | 34.892 in³ |
| Plastic section modulus (Zx) | 2,826.97 cm³ | 172.513 in³ |
| Plastic section modulus (Zy) | 865.05 cm³ | 52.789 in³ |
| Radius of gyration (rx) | 21.86 cm | 8.608 in |
| Radius of gyration (ry) | 8.59 cm | 3.380 in |
15.0 kN·m
15.0 kN
0.13 mm
L/46147