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 500x300x8x10 steel profile weighs 77.2 kg/m (51.91 lb/ft), has a depth of 500 mm (19.69 in), flange width 300 mm (11.81 in). Cross-sectional area: 9,840 mm². Moment of inertia Ix = 43,392.8 cm⁴, Iy = 4,502.048 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 77.2 kg/m | 51.91 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,840 mm² | 15.252 in² |
| Moment of inertia (Ix) | 43,392.8 cm⁴ | 1042.51 in⁴ |
| Moment of inertia (Iy) | 4,502.05 cm⁴ | 108.16 in⁴ |
| Elastic section modulus (Sx) | 1,735.71 cm³ | 105.920 in³ |
| Elastic section modulus (Sy) | 300.14 cm³ | 18.316 in³ |
| Plastic section modulus (Zx) | 1,930.8 cm³ | 117.825 in³ |
| Plastic section modulus (Zy) | 457.68 cm³ | 27.929 in³ |
| Radius of gyration (rx) | 21 cm | 8.268 in |
| Radius of gyration (ry) | 6.76 cm | 2.663 in |
15.0 kN·m
15.0 kN
0.19 mm
L/30857