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 400x300x6x10 steel profile weighs 65.0 kg/m (43.68 lb/ft), has a depth of 400 mm (15.75 in), flange width 300 mm (11.81 in). Cross-sectional area: 8,280 mm². Moment of inertia Ix = 25,563.6 cm⁴, Iy = 4,500.684 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 65.0 kg/m | 43.68 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,280 mm² | 12.834 in² |
| Moment of inertia (Ix) | 25,563.6 cm⁴ | 614.17 in⁴ |
| Moment of inertia (Iy) | 4,500.68 cm⁴ | 108.13 in⁴ |
| Elastic section modulus (Sx) | 1,278.18 cm³ | 78.000 in³ |
| Elastic section modulus (Sy) | 300.05 cm³ | 18.310 in³ |
| Plastic section modulus (Zx) | 1,386.6 cm³ | 84.616 in³ |
| Plastic section modulus (Zy) | 453.42 cm³ | 27.670 in³ |
| Radius of gyration (rx) | 17.57 cm | 6.918 in |
| Radius of gyration (ry) | 7.37 cm | 2.903 in |
15.0 kN·m
15.0 kN
0.33 mm
L/18179