KS, hot-rolled 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 W 406 x 200,1 steel profile weighs 200.1 kg/m (134.47 lb/ft), has a depth of 406 mm (15.98 in), flange width 403 mm (15.87 in). Cross-sectional area: 25,487.469 mm². Moment of inertia Ix = 78,039.216 cm⁴, Iy = 26,200.186 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 406 mm | 15.98 in |
| Width (b) | 403 mm | 15.87 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 24 mm | 0.94 in |
| Fillet radius (r) | 22 mm | 0.87 in |
| Weight | 200.1 kg/m | 134.47 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 25,487.47 mm² | 39.506 in² |
| Moment of inertia (Ix) | 78,039.22 cm⁴ | 1874.89 in⁴ |
| Moment of inertia (Iy) | 26,200.19 cm⁴ | 629.46 in⁴ |
| Elastic section modulus (Sx) | 3,844.3 cm³ | 234.594 in³ |
| Elastic section modulus (Sy) | 1,300.26 cm³ | 79.347 in³ |
| Plastic section modulus (Zx) | 4,279.69 cm³ | 261.164 in³ |
| Plastic section modulus (Zy) | 1,977.19 cm³ | 120.656 in³ |
| Radius of gyration (rx) | 17.5 cm | 6.889 in |
| Radius of gyration (ry) | 10.14 cm | 3.992 in |
15.0 kN·m
15.0 kN
0.11 mm
L/55495