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 350x150x6x8 steel profile weighs 34.5 kg/m (23.21 lb/ft), has a depth of 350 mm (13.78 in), flange width 150 mm (5.91 in). Cross-sectional area: 4,404 mm². Moment of inertia Ix = 8,882.105 cm⁴, Iy = 450.601 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 34.5 kg/m | 23.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,404 mm² | 6.826 in² |
| Moment of inertia (Ix) | 8,882.11 cm⁴ | 213.39 in⁴ |
| Moment of inertia (Iy) | 450.6 cm⁴ | 10.83 in⁴ |
| Elastic section modulus (Sx) | 507.55 cm³ | 30.973 in³ |
| Elastic section modulus (Sy) | 60.08 cm³ | 3.666 in³ |
| Plastic section modulus (Zx) | 577.73 cm³ | 35.256 in³ |
| Plastic section modulus (Zy) | 93.01 cm³ | 5.676 in³ |
| Radius of gyration (rx) | 14.2 cm | 5.591 in |
| Radius of gyration (ry) | 3.2 cm | 1.259 in |
15.0 kN·m
15.0 kN
0.95 mm
L/6316