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 200x200x10x18 steel profile weighs 69.4 kg/m (46.63 lb/ft), has a depth of 200 mm (7.87 in), flange width 200 mm (7.87 in). Cross-sectional area: 8,840 mm². Moment of inertia Ix = 6,349.339 cm⁴, Iy = 2,401.367 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 200 mm | 7.87 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 10 mm | 0.39 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 69.4 kg/m | 46.63 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,840 mm² | 13.702 in² |
| Moment of inertia (Ix) | 6,349.34 cm⁴ | 152.54 in⁴ |
| Moment of inertia (Iy) | 2,401.37 cm⁴ | 57.69 in⁴ |
| Elastic section modulus (Sx) | 634.93 cm³ | 38.746 in³ |
| Elastic section modulus (Sy) | 240.14 cm³ | 14.654 in³ |
| Plastic section modulus (Zx) | 722.44 cm³ | 44.086 in³ |
| Plastic section modulus (Zy) | 364.1 cm³ | 22.219 in³ |
| Radius of gyration (rx) | 8.47 cm | 3.337 in |
| Radius of gyration (ry) | 5.21 cm | 2.052 in |
15.0 kN·m
15.0 kN
1.33 mm
L/4515