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 500x150x6x12 steel profile weighs 50.7 kg/m (34.08 lb/ft), has a depth of 500 mm (19.69 in), flange width 150 mm (5.91 in). Cross-sectional area: 6,456 mm². Moment of inertia Ix = 26,829.789 cm⁴, Iy = 675.857 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 12 mm | 0.47 in |
| Weight | 50.7 kg/m | 34.08 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,456 mm² | 10.007 in² |
| Moment of inertia (Ix) | 26,829.79 cm⁴ | 644.59 in⁴ |
| Moment of inertia (Iy) | 675.86 cm⁴ | 16.24 in⁴ |
| Elastic section modulus (Sx) | 1,073.19 cm³ | 65.490 in³ |
| Elastic section modulus (Sy) | 90.11 cm³ | 5.499 in³ |
| Plastic section modulus (Zx) | 1,218.26 cm³ | 74.343 in³ |
| Plastic section modulus (Zy) | 139.28 cm³ | 8.500 in³ |
| Radius of gyration (rx) | 20.39 cm | 8.026 in |
| Radius of gyration (ry) | 3.24 cm | 1.274 in |
15.0 kN·m
15.0 kN
0.31 mm
L/19079