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 350x100x4x10 steel profile weighs 26.1 kg/m (17.51 lb/ft), has a depth of 350 mm (13.78 in), flange width 100 mm (3.94 in). Cross-sectional area: 3,320 mm². Moment of inertia Ix = 6,979.567 cm⁴, Iy = 166.843 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) | 10 mm | 0.39 in |
| Weight | 26.1 kg/m | 17.51 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 3,320 mm² | 5.146 in² |
| Moment of inertia (Ix) | 6,979.57 cm⁴ | 167.68 in⁴ |
| Moment of inertia (Iy) | 166.84 cm⁴ | 4.01 in⁴ |
| Elastic section modulus (Sx) | 398.83 cm³ | 24.338 in³ |
| Elastic section modulus (Sy) | 33.37 cm³ | 2.036 in³ |
| Plastic section modulus (Zx) | 448.9 cm³ | 27.394 in³ |
| Plastic section modulus (Zy) | 51.32 cm³ | 3.132 in³ |
| Radius of gyration (rx) | 14.5 cm | 5.708 in |
| Radius of gyration (ry) | 2.24 cm | 0.883 in |
15.0 kN·m
15.0 kN
1.21 mm
L/4963