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 200x150x4x10 steel profile weighs 29.2 kg/m (19.62 lb/ft), has a depth of 200 mm (7.87 in), flange width 150 mm (5.91 in). Cross-sectional area: 3,720 mm². Moment of inertia Ix = 2,904.4 cm⁴, Iy = 562.596 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 200 mm | 7.87 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 4 mm | 0.16 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 29.2 kg/m | 19.62 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 3,720 mm² | 5.766 in² |
| Moment of inertia (Ix) | 2,904.4 cm⁴ | 69.78 in⁴ |
| Moment of inertia (Iy) | 562.6 cm⁴ | 13.52 in⁴ |
| Elastic section modulus (Sx) | 290.44 cm³ | 17.724 in³ |
| Elastic section modulus (Sy) | 75.01 cm³ | 4.578 in³ |
| Plastic section modulus (Zx) | 317.4 cm³ | 19.369 in³ |
| Plastic section modulus (Zy) | 113.22 cm³ | 6.909 in³ |
| Radius of gyration (rx) | 8.84 cm | 3.479 in |
| Radius of gyration (ry) | 3.89 cm | 1.531 in |
15.0 kN·m
15.0 kN
2.91 mm
L/2065