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 350x300x6x16 steel profile weighs 90.3 kg/m (60.72 lb/ft), has a depth of 350 mm (13.78 in), flange width 300 mm (11.81 in). Cross-sectional area: 11,508 mm². Moment of inertia Ix = 28,401.792 cm⁴, Iy = 7,200.572 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 16 mm | 0.63 in |
| Weight | 90.3 kg/m | 60.72 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,508 mm² | 17.837 in² |
| Moment of inertia (Ix) | 28,401.79 cm⁴ | 682.35 in⁴ |
| Moment of inertia (Iy) | 7,200.57 cm⁴ | 172.99 in⁴ |
| Elastic section modulus (Sx) | 1,622.96 cm³ | 99.039 in³ |
| Elastic section modulus (Sy) | 480.04 cm³ | 29.294 in³ |
| Plastic section modulus (Zx) | 1,754.89 cm³ | 107.090 in³ |
| Plastic section modulus (Zy) | 722.86 cm³ | 44.112 in³ |
| Radius of gyration (rx) | 15.71 cm | 6.185 in |
| Radius of gyration (ry) | 7.91 cm | 3.114 in |
15.0 kN·m
15.0 kN
0.30 mm
L/20197