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 300x200x6x18 steel profile weighs 68.9 kg/m (46.31 lb/ft), has a depth of 300 mm (11.81 in), flange width 200 mm (7.87 in). Cross-sectional area: 8,784 mm². Moment of inertia Ix = 15,253.747 cm⁴, Iy = 2,400.475 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 300 mm | 11.81 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 68.9 kg/m | 46.31 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,784 mm² | 13.615 in² |
| Moment of inertia (Ix) | 15,253.75 cm⁴ | 366.47 in⁴ |
| Moment of inertia (Iy) | 2,400.48 cm⁴ | 57.67 in⁴ |
| Elastic section modulus (Sx) | 1,016.92 cm³ | 62.056 in³ |
| Elastic section modulus (Sy) | 240.05 cm³ | 14.649 in³ |
| Plastic section modulus (Zx) | 1,119.74 cm³ | 68.331 in³ |
| Plastic section modulus (Zy) | 362.38 cm³ | 22.114 in³ |
| Radius of gyration (rx) | 13.18 cm | 5.188 in |
| Radius of gyration (ry) | 5.23 cm | 2.058 in |
15.0 kN·m
15.0 kN
0.55 mm
L/10847