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 350x350x10x20 steel profile weighs 134.2 kg/m (90.21 lb/ft), has a depth of 350 mm (13.78 in), flange width 350 mm (13.78 in). Cross-sectional area: 17,100 mm². Moment of inertia Ix = 40,644.25 cm⁴, Iy = 14,294.25 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) | 20 mm | 0.79 in |
| Weight | 134.2 kg/m | 90.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 17,100 mm² | 26.505 in² |
| Moment of inertia (Ix) | 40,644.25 cm⁴ | 976.48 in⁴ |
| Moment of inertia (Iy) | 14,294.25 cm⁴ | 343.42 in⁴ |
| Elastic section modulus (Sx) | 2,322.53 cm³ | 141.730 in³ |
| Elastic section modulus (Sy) | 816.81 cm³ | 49.845 in³ |
| Plastic section modulus (Zx) | 2,550.25 cm³ | 155.626 in³ |
| Plastic section modulus (Zy) | 1,232.75 cm³ | 75.227 in³ |
| Radius of gyration (rx) | 15.42 cm | 6.070 in |
| Radius of gyration (ry) | 9.14 cm | 3.600 in |
15.0 kN·m
15.0 kN
0.21 mm
L/28903