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 350x300x6x20 steel profile weighs 108.8 kg/m (73.11 lb/ft), has a depth of 350 mm (13.78 in), flange width 300 mm (11.81 in). Cross-sectional area: 13,860 mm². Moment of inertia Ix = 34,199.55 cm⁴, Iy = 9,000.558 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) | 20 mm | 0.79 in |
| Weight | 108.8 kg/m | 73.11 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,860 mm² | 21.483 in² |
| Moment of inertia (Ix) | 34,199.55 cm⁴ | 821.64 in⁴ |
| Moment of inertia (Iy) | 9,000.56 cm⁴ | 216.24 in⁴ |
| Elastic section modulus (Sx) | 1,954.26 cm³ | 119.257 in³ |
| Elastic section modulus (Sy) | 600.04 cm³ | 36.617 in³ |
| Plastic section modulus (Zx) | 2,124.15 cm³ | 129.624 in³ |
| Plastic section modulus (Zy) | 902.79 cm³ | 55.092 in³ |
| Radius of gyration (rx) | 15.71 cm | 6.184 in |
| Radius of gyration (ry) | 8.06 cm | 3.173 in |
15.0 kN·m
15.0 kN
0.25 mm
L/24320