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 469x225x6.4x9.5 steel profile weighs 56.2 kg/m (37.77 lb/ft), has a depth of 469 mm (18.46 in), flange width 225 mm (8.86 in). Cross-sectional area: 7,155 mm². Moment of inertia Ix = 27,428.829 cm⁴, Iy = 1,804.499 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 469 mm | 18.46 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 | 56.2 kg/m | 37.77 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,155 mm² | 11.090 in² |
| Moment of inertia (Ix) | 27,428.83 cm⁴ | 658.98 in⁴ |
| Moment of inertia (Iy) | 1,804.5 cm⁴ | 43.35 in⁴ |
| Elastic section modulus (Sx) | 1,169.67 cm³ | 71.378 in³ |
| Elastic section modulus (Sy) | 160.4 cm³ | 9.788 in³ |
| Plastic section modulus (Zx) | 1,306.18 cm³ | 79.708 in³ |
| Plastic section modulus (Zy) | 245.08 cm³ | 14.956 in³ |
| Radius of gyration (rx) | 19.58 cm | 7.708 in |
| Radius of gyration (ry) | 5.02 cm | 1.977 in |
15.0 kN·m
15.0 kN
0.31 mm
L/19505