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 200x150x6x18 steel profile weighs 50.1 kg/m (33.65 lb/ft), has a depth of 200 mm (7.87 in), flange width 150 mm (5.91 in). Cross-sectional area: 6,384 mm². Moment of inertia Ix = 4,706.867 cm⁴, Iy = 1,012.795 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 200 mm | 7.87 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 50.1 kg/m | 33.65 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,384 mm² | 9.895 in² |
| Moment of inertia (Ix) | 4,706.87 cm⁴ | 113.08 in⁴ |
| Moment of inertia (Iy) | 1,012.8 cm⁴ | 24.33 in⁴ |
| Elastic section modulus (Sx) | 470.69 cm³ | 28.723 in³ |
| Elastic section modulus (Sy) | 135.04 cm³ | 8.241 in³ |
| Plastic section modulus (Zx) | 531.74 cm³ | 32.449 in³ |
| Plastic section modulus (Zy) | 203.98 cm³ | 12.447 in³ |
| Radius of gyration (rx) | 8.59 cm | 3.381 in |
| Radius of gyration (ry) | 3.98 cm | 1.568 in |
15.0 kN·m
15.0 kN
1.79 mm
L/3347