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 300x200x6x8 steel profile weighs 38.5 kg/m (25.85 lb/ft), has a depth of 300 mm (11.81 in), flange width 200 mm (7.87 in). Cross-sectional area: 4,904 mm². Moment of inertia Ix = 7,968.142 cm⁴, Iy = 1,067.178 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) | 8 mm | 0.31 in |
| Weight | 38.5 kg/m | 25.85 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,904 mm² | 7.601 in² |
| Moment of inertia (Ix) | 7,968.14 cm⁴ | 191.43 in⁴ |
| Moment of inertia (Iy) | 1,067.18 cm⁴ | 25.64 in⁴ |
| Elastic section modulus (Sx) | 531.21 cm³ | 32.417 in³ |
| Elastic section modulus (Sy) | 106.72 cm³ | 6.512 in³ |
| Plastic section modulus (Zx) | 588.18 cm³ | 35.893 in³ |
| Plastic section modulus (Zy) | 162.56 cm³ | 9.920 in³ |
| Radius of gyration (rx) | 12.75 cm | 5.018 in |
| Radius of gyration (ry) | 4.66 cm | 1.837 in |
15.0 kN·m
15.0 kN
1.06 mm
L/5666