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 350x150x5x6 steel profile weighs 27.4 kg/m (18.41 lb/ft), has a depth of 350 mm (13.78 in), flange width 150 mm (5.91 in). Cross-sectional area: 3,490 mm². Moment of inertia Ix = 6,934.596 cm⁴, Iy = 337.852 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 5 mm | 0.20 in |
| Flange thickness (tf) | 6 mm | 0.24 in |
| Weight | 27.4 kg/m | 18.41 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 3,490 mm² | 5.409 in² |
| Moment of inertia (Ix) | 6,934.6 cm⁴ | 166.60 in⁴ |
| Moment of inertia (Iy) | 337.85 cm⁴ | 8.12 in⁴ |
| Elastic section modulus (Sx) | 396.26 cm³ | 24.182 in³ |
| Elastic section modulus (Sy) | 45.05 cm³ | 2.749 in³ |
| Plastic section modulus (Zx) | 452.41 cm³ | 27.608 in³ |
| Plastic section modulus (Zy) | 69.61 cm³ | 4.248 in³ |
| Radius of gyration (rx) | 14.1 cm | 5.550 in |
| Radius of gyration (ry) | 3.11 cm | 1.225 in |
15.0 kN·m
15.0 kN
1.22 mm
L/4931