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 619x150x6.4x9.5 steel profile weighs 52.5 kg/m (35.29 lb/ft), has a depth of 619 mm (24.37 in), flange width 150 mm (5.91 in). Cross-sectional area: 6,690 mm². Moment of inertia Ix = 37,990.824 cm⁴, Iy = 535.686 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 619 mm | 24.37 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6.4 mm | 0.25 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 52.5 kg/m | 35.29 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,690 mm² | 10.370 in² |
| Moment of inertia (Ix) | 37,990.82 cm⁴ | 912.73 in⁴ |
| Moment of inertia (Iy) | 535.69 cm⁴ | 12.87 in⁴ |
| Elastic section modulus (Sx) | 1,227.49 cm³ | 74.906 in³ |
| Elastic section modulus (Sy) | 71.42 cm³ | 4.359 in³ |
| Plastic section modulus (Zx) | 1,444.54 cm³ | 88.151 in³ |
| Plastic section modulus (Zy) | 113.02 cm³ | 6.897 in³ |
| Radius of gyration (rx) | 23.83 cm | 9.382 in |
| Radius of gyration (ry) | 2.83 cm | 1.114 in |
15.0 kN·m
15.0 kN
0.22 mm
L/27016