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 350x200x4x10 steel profile weighs 41.8 kg/m (28.06 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 5,320 mm². Moment of inertia Ix = 12,761.233 cm⁴, Iy = 1,333.509 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 4 mm | 0.16 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 41.8 kg/m | 28.06 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,320 mm² | 8.246 in² |
| Moment of inertia (Ix) | 12,761.23 cm⁴ | 306.59 in⁴ |
| Moment of inertia (Iy) | 1,333.51 cm⁴ | 32.04 in⁴ |
| Elastic section modulus (Sx) | 729.21 cm³ | 44.500 in³ |
| Elastic section modulus (Sy) | 133.35 cm³ | 8.138 in³ |
| Plastic section modulus (Zx) | 788.9 cm³ | 48.142 in³ |
| Plastic section modulus (Zy) | 201.32 cm³ | 12.285 in³ |
| Radius of gyration (rx) | 15.49 cm | 6.098 in |
| Radius of gyration (ry) | 5.01 cm | 1.971 in |
15.0 kN·m
15.0 kN
0.66 mm
L/9075