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 350x100x4x8 steel profile weighs 23.1 kg/m (15.51 lb/ft), has a depth of 350 mm (13.78 in), flange width 100 mm (3.94 in). Cross-sectional area: 2,936 mm². Moment of inertia Ix = 5,921.403 cm⁴, Iy = 133.511 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 100 mm | 3.94 in |
| Web thickness (tw) | 4 mm | 0.16 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 23.1 kg/m | 15.51 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,936 mm² | 4.551 in² |
| Moment of inertia (Ix) | 5,921.4 cm⁴ | 142.26 in⁴ |
| Moment of inertia (Iy) | 133.51 cm⁴ | 3.21 in⁴ |
| Elastic section modulus (Sx) | 338.37 cm³ | 20.648 in³ |
| Elastic section modulus (Sy) | 26.7 cm³ | 1.629 in³ |
| Plastic section modulus (Zx) | 385.16 cm³ | 23.504 in³ |
| Plastic section modulus (Zy) | 41.34 cm³ | 2.522 in³ |
| Radius of gyration (rx) | 14.2 cm | 5.591 in |
| Radius of gyration (ry) | 2.13 cm | 0.840 in |
15.0 kN·m
15.0 kN
1.42 mm
L/4211