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 200x200x10x25 steel profile weighs 90.3 kg/m (60.67 lb/ft), has a depth of 200 mm (7.87 in), flange width 200 mm (7.87 in). Cross-sectional area: 11,500 mm². Moment of inertia Ix = 7,989.583 cm⁴, Iy = 3,334.583 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) | 25 mm | 0.98 in |
| Weight | 90.3 kg/m | 60.67 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,500 mm² | 17.825 in² |
| Moment of inertia (Ix) | 7,989.58 cm⁴ | 191.95 in⁴ |
| Moment of inertia (Iy) | 3,334.58 cm⁴ | 80.11 in⁴ |
| Elastic section modulus (Sx) | 798.96 cm³ | 48.756 in³ |
| Elastic section modulus (Sy) | 333.46 cm³ | 20.349 in³ |
| Plastic section modulus (Zx) | 931.25 cm³ | 56.829 in³ |
| Plastic section modulus (Zy) | 503.75 cm³ | 30.741 in³ |
| Radius of gyration (rx) | 8.34 cm | 3.282 in |
| Radius of gyration (ry) | 5.38 cm | 2.120 in |
15.0 kN·m
15.0 kN
1.06 mm
L/5681