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 500x300x8x12 steel profile weighs 86.4 kg/m (58.08 lb/ft), has a depth of 500 mm (19.69 in), flange width 300 mm (11.81 in). Cross-sectional area: 11,008 mm². Moment of inertia Ix = 50,064.572 cm⁴, Iy = 5,402.031 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) | 12 mm | 0.47 in |
| Weight | 86.4 kg/m | 58.08 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,008 mm² | 17.062 in² |
| Moment of inertia (Ix) | 50,064.57 cm⁴ | 1202.80 in⁴ |
| Moment of inertia (Iy) | 5,402.03 cm⁴ | 129.78 in⁴ |
| Elastic section modulus (Sx) | 2,002.58 cm³ | 122.206 in³ |
| Elastic section modulus (Sy) | 360.14 cm³ | 21.977 in³ |
| Plastic section modulus (Zx) | 2,209.95 cm³ | 134.860 in³ |
| Plastic section modulus (Zy) | 547.62 cm³ | 33.418 in³ |
| Radius of gyration (rx) | 21.33 cm | 8.396 in |
| Radius of gyration (ry) | 7.01 cm | 2.758 in |
15.0 kN·m
15.0 kN
0.17 mm
L/35601