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 619x150x9.5x9.5 steel profile weighs 67.1 kg/m (45.10 lb/ft), has a depth of 619 mm (24.37 in), flange width 150 mm (5.91 in). Cross-sectional area: 8,550 mm². Moment of inertia Ix = 43,570.824 cm⁴, Iy = 538.662 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 619 mm | 24.37 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 67.1 kg/m | 45.10 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,550 mm² | 13.252 in² |
| Moment of inertia (Ix) | 43,570.82 cm⁴ | 1046.79 in⁴ |
| Moment of inertia (Iy) | 538.66 cm⁴ | 12.94 in⁴ |
| Elastic section modulus (Sx) | 1,407.78 cm³ | 85.908 in³ |
| Elastic section modulus (Sy) | 71.82 cm³ | 4.383 in³ |
| Plastic section modulus (Zx) | 1,723.54 cm³ | 105.177 in³ |
| Plastic section modulus (Zy) | 120.41 cm³ | 7.348 in³ |
| Radius of gyration (rx) | 22.57 cm | 8.888 in |
| Radius of gyration (ry) | 2.51 cm | 0.988 in |
15.0 kN·m
15.0 kN
0.19 mm
L/30984