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 482x150x7.9x15.9 steel profile weighs 65.4 kg/m (43.94 lb/ft), has a depth of 482 mm (18.98 in), flange width 150 mm (5.91 in). Cross-sectional area: 8,326.58 mm². Moment of inertia Ix = 31,924.082 cm⁴, Iy = 896.225 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 482 mm | 18.98 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 65.4 kg/m | 43.94 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,326.58 mm² | 12.906 in² |
| Moment of inertia (Ix) | 31,924.08 cm⁴ | 766.98 in⁴ |
| Moment of inertia (Iy) | 896.22 cm⁴ | 21.53 in⁴ |
| Elastic section modulus (Sx) | 1,324.65 cm³ | 80.835 in³ |
| Elastic section modulus (Sy) | 119.5 cm³ | 7.292 in³ |
| Plastic section modulus (Zx) | 1,511.94 cm³ | 92.265 in³ |
| Plastic section modulus (Zy) | 185.9 cm³ | 11.344 in³ |
| Radius of gyration (rx) | 19.58 cm | 7.709 in |
| Radius of gyration (ry) | 3.28 cm | 1.292 in |
15.0 kN·m
15.0 kN
0.26 mm
L/22702