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 350x200x4x8 steel profile weighs 35.6 kg/m (23.95 lb/ft), has a depth of 350 mm (13.78 in), flange width 200 mm (7.87 in). Cross-sectional area: 4,536 mm². Moment of inertia Ix = 10,600.817 cm⁴, Iy = 1,066.845 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) | 8 mm | 0.31 in |
| Weight | 35.6 kg/m | 23.95 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,536 mm² | 7.031 in² |
| Moment of inertia (Ix) | 10,600.82 cm⁴ | 254.68 in⁴ |
| Moment of inertia (Iy) | 1,066.84 cm⁴ | 25.63 in⁴ |
| Elastic section modulus (Sx) | 605.76 cm³ | 36.966 in³ |
| Elastic section modulus (Sy) | 106.68 cm³ | 6.510 in³ |
| Plastic section modulus (Zx) | 658.76 cm³ | 40.200 in³ |
| Plastic section modulus (Zy) | 161.34 cm³ | 9.845 in³ |
| Radius of gyration (rx) | 15.29 cm | 6.019 in |
| Radius of gyration (ry) | 4.85 cm | 1.909 in |
15.0 kN·m
15.0 kN
0.80 mm
L/7538