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 350x300x6x18 steel profile weighs 99.5 kg/m (66.89 lb/ft), has a depth of 350 mm (13.78 in), flange width 300 mm (11.81 in). Cross-sectional area: 12,684 mm². Moment of inertia Ix = 31,337.597 cm⁴, Iy = 8,100.565 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) | 18 mm | 0.71 in |
| Weight | 99.5 kg/m | 66.89 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,684 mm² | 19.660 in² |
| Moment of inertia (Ix) | 31,337.6 cm⁴ | 752.89 in⁴ |
| Moment of inertia (Iy) | 8,100.57 cm⁴ | 194.62 in⁴ |
| Elastic section modulus (Sx) | 1,790.72 cm³ | 109.277 in³ |
| Elastic section modulus (Sy) | 540.04 cm³ | 32.955 in³ |
| Plastic section modulus (Zx) | 1,940.69 cm³ | 118.429 in³ |
| Plastic section modulus (Zy) | 812.83 cm³ | 49.602 in³ |
| Radius of gyration (rx) | 15.72 cm | 6.188 in |
| Radius of gyration (ry) | 7.99 cm | 3.146 in |
15.0 kN·m
15.0 kN
0.27 mm
L/22285