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 500x150x5x8 steel profile weighs 37.8 kg/m (25.43 lb/ft), has a depth of 500 mm (19.69 in), flange width 150 mm (5.91 in). Cross-sectional area: 4,820 mm². Moment of inertia Ix = 19,249.283 cm⁴, Iy = 450.504 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 5 mm | 0.20 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 37.8 kg/m | 25.43 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,820 mm² | 7.471 in² |
| Moment of inertia (Ix) | 19,249.28 cm⁴ | 462.46 in⁴ |
| Moment of inertia (Iy) | 450.5 cm⁴ | 10.82 in⁴ |
| Elastic section modulus (Sx) | 769.97 cm³ | 46.987 in³ |
| Elastic section modulus (Sy) | 60.07 cm³ | 3.666 in³ |
| Plastic section modulus (Zx) | 883.22 cm³ | 53.898 in³ |
| Plastic section modulus (Zy) | 93.03 cm³ | 5.677 in³ |
| Radius of gyration (rx) | 19.98 cm | 7.868 in |
| Radius of gyration (ry) | 3.06 cm | 1.204 in |
15.0 kN·m
15.0 kN
0.44 mm
L/13688