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 350x200x6x18 steel profile weighs 71.3 kg/m (47.90 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 9,084 mm². Moment of inertia Ix = 21,407.717 cm⁴, Iy = 2,400.565 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 71.3 kg/m | 47.90 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,084 mm² | 14.080 in² |
| Moment of inertia (Ix) | 21,407.72 cm⁴ | 514.32 in⁴ |
| Moment of inertia (Iy) | 2,400.57 cm⁴ | 57.67 in⁴ |
| Elastic section modulus (Sx) | 1,223.3 cm³ | 74.651 in³ |
| Elastic section modulus (Sy) | 240.06 cm³ | 14.649 in³ |
| Plastic section modulus (Zx) | 1,343.09 cm³ | 81.961 in³ |
| Plastic section modulus (Zy) | 362.83 cm³ | 22.141 in³ |
| Radius of gyration (rx) | 15.35 cm | 6.044 in |
| Radius of gyration (ry) | 5.14 cm | 2.024 in |
15.0 kN·m
15.0 kN
0.39 mm
L/15223