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 350x350x10x14 steel profile weighs 102.2 kg/m (68.69 lb/ft), has a depth of 350 mm (13.78 in), flange width 350 mm (13.78 in). Cross-sectional area: 13,020 mm². Moment of inertia Ix = 30,457.714 cm⁴, Iy = 10,006.85 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 10 mm | 0.39 in |
| Flange thickness (tf) | 14 mm | 0.55 in |
| Weight | 102.2 kg/m | 68.69 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,020 mm² | 20.181 in² |
| Moment of inertia (Ix) | 30,457.71 cm⁴ | 731.75 in⁴ |
| Moment of inertia (Iy) | 10,006.85 cm⁴ | 240.41 in⁴ |
| Elastic section modulus (Sx) | 1,740.44 cm³ | 106.209 in³ |
| Elastic section modulus (Sy) | 571.82 cm³ | 34.895 in³ |
| Plastic section modulus (Zx) | 1,905.61 cm³ | 116.288 in³ |
| Plastic section modulus (Zy) | 865.55 cm³ | 52.819 in³ |
| Radius of gyration (rx) | 15.29 cm | 6.022 in |
| Radius of gyration (ry) | 8.77 cm | 3.452 in |
15.0 kN·m
15.0 kN
0.28 mm
L/21659