IMCA, 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 619x225x6.4x9.5 steel profile weighs 63.7 kg/m (42.83 lb/ft), has a depth of 619 mm (24.37 in), flange width 225 mm (8.86 in). Cross-sectional area: 8,115 mm². Moment of inertia Ix = 51,226.236 cm⁴, Iy = 1,804.826 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 619 mm | 24.37 in |
| Width (b) | 225 mm | 8.86 in |
| Web thickness (tw) | 6.4 mm | 0.25 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 63.7 kg/m | 42.83 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,115 mm² | 12.578 in² |
| Moment of inertia (Ix) | 51,226.24 cm⁴ | 1230.71 in⁴ |
| Moment of inertia (Iy) | 1,804.83 cm⁴ | 43.36 in⁴ |
| Elastic section modulus (Sx) | 1,655.13 cm³ | 101.003 in³ |
| Elastic section modulus (Sy) | 160.43 cm³ | 9.790 in³ |
| Plastic section modulus (Zx) | 1,878.81 cm³ | 114.652 in³ |
| Plastic section modulus (Zy) | 246.61 cm³ | 15.049 in³ |
| Radius of gyration (rx) | 25.12 cm | 9.892 in |
| Radius of gyration (ry) | 4.72 cm | 1.857 in |
15.0 kN·m
15.0 kN
0.16 mm
L/36428