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 350x150x6x10 steel profile weighs 39.1 kg/m (26.27 lb/ft), has a depth of 350 mm (13.78 in), flange width 150 mm (5.91 in). Cross-sectional area: 4,980 mm². Moment of inertia Ix = 10,469.35 cm⁴, Iy = 563.094 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) | 10 mm | 0.39 in |
| Weight | 39.1 kg/m | 26.27 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,980 mm² | 7.719 in² |
| Moment of inertia (Ix) | 10,469.35 cm⁴ | 251.53 in⁴ |
| Moment of inertia (Iy) | 563.09 cm⁴ | 13.53 in⁴ |
| Elastic section modulus (Sx) | 598.25 cm³ | 36.508 in³ |
| Elastic section modulus (Sy) | 75.08 cm³ | 4.582 in³ |
| Plastic section modulus (Zx) | 673.35 cm³ | 41.091 in³ |
| Plastic section modulus (Zy) | 115.47 cm³ | 7.046 in³ |
| Radius of gyration (rx) | 14.5 cm | 5.708 in |
| Radius of gyration (ry) | 3.36 cm | 1.324 in |
15.0 kN·m
15.0 kN
0.81 mm
L/7445