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 400x150x6x12 steel profile weighs 46.0 kg/m (30.91 lb/ft), has a depth of 400 mm (15.75 in), flange width 150 mm (5.91 in). Cross-sectional area: 5,856 mm². Moment of inertia Ix = 16,211.149 cm⁴, Iy = 675.677 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 12 mm | 0.47 in |
| Weight | 46.0 kg/m | 30.91 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,856 mm² | 9.077 in² |
| Moment of inertia (Ix) | 16,211.15 cm⁴ | 389.47 in⁴ |
| Moment of inertia (Iy) | 675.68 cm⁴ | 16.23 in⁴ |
| Elastic section modulus (Sx) | 810.56 cm³ | 49.463 in³ |
| Elastic section modulus (Sy) | 90.09 cm³ | 5.498 in³ |
| Plastic section modulus (Zx) | 910.46 cm³ | 55.560 in³ |
| Plastic section modulus (Zy) | 138.38 cm³ | 8.445 in³ |
| Radius of gyration (rx) | 16.64 cm | 6.550 in |
| Radius of gyration (ry) | 3.4 cm | 1.337 in |
15.0 kN·m
15.0 kN
0.52 mm
L/11528