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 300x200x6x10 steel profile weighs 44.6 kg/m (29.96 lb/ft), has a depth of 300 mm (11.81 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,680 mm². Moment of inertia Ix = 9,510.933 cm⁴, Iy = 1,333.837 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) | 10 mm | 0.39 in |
| Weight | 44.6 kg/m | 29.96 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,680 mm² | 8.804 in² |
| Moment of inertia (Ix) | 9,510.93 cm⁴ | 228.50 in⁴ |
| Moment of inertia (Iy) | 1,333.84 cm⁴ | 32.05 in⁴ |
| Elastic section modulus (Sx) | 634.06 cm³ | 38.693 in³ |
| Elastic section modulus (Sy) | 133.38 cm³ | 8.140 in³ |
| Plastic section modulus (Zx) | 697.6 cm³ | 42.570 in³ |
| Plastic section modulus (Zy) | 202.52 cm³ | 12.359 in³ |
| Radius of gyration (rx) | 12.94 cm | 5.095 in |
| Radius of gyration (ry) | 4.85 cm | 1.908 in |
15.0 kN·m
15.0 kN
0.89 mm
L/6763