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 350x150x6x12 steel profile weighs 43.6 kg/m (29.33 lb/ft), has a depth of 350 mm (13.78 in), flange width 150 mm (5.91 in). Cross-sectional area: 5,556 mm². Moment of inertia Ix = 12,018.579 cm⁴, Iy = 675.587 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) | 12 mm | 0.47 in |
| Weight | 43.6 kg/m | 29.33 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,556 mm² | 8.612 in² |
| Moment of inertia (Ix) | 12,018.58 cm⁴ | 288.75 in⁴ |
| Moment of inertia (Iy) | 675.59 cm⁴ | 16.23 in⁴ |
| Elastic section modulus (Sx) | 686.78 cm³ | 41.910 in³ |
| Elastic section modulus (Sy) | 90.08 cm³ | 5.497 in³ |
| Plastic section modulus (Zx) | 767.81 cm³ | 46.855 in³ |
| Plastic section modulus (Zy) | 137.93 cm³ | 8.417 in³ |
| Radius of gyration (rx) | 14.71 cm | 5.790 in |
| Radius of gyration (ry) | 3.49 cm | 1.373 in |
15.0 kN·m
15.0 kN
0.70 mm
L/8547