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 469x150x7.9x9.5 steel profile weighs 50.3 kg/m (33.82 lb/ft), has a depth of 469 mm (18.46 in), flange width 150 mm (5.91 in). Cross-sectional area: 6,405 mm². Moment of inertia Ix = 21,044.949 cm⁴, Iy = 536.224 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 469 mm | 18.46 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 50.3 kg/m | 33.82 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,405 mm² | 9.928 in² |
| Moment of inertia (Ix) | 21,044.95 cm⁴ | 505.60 in⁴ |
| Moment of inertia (Iy) | 536.22 cm⁴ | 12.88 in⁴ |
| Elastic section modulus (Sx) | 897.44 cm³ | 54.765 in³ |
| Elastic section modulus (Sy) | 71.5 cm³ | 4.363 in³ |
| Plastic section modulus (Zx) | 1,054.73 cm³ | 64.364 in³ |
| Plastic section modulus (Zy) | 113.9 cm³ | 6.950 in³ |
| Radius of gyration (rx) | 18.13 cm | 7.136 in |
| Radius of gyration (ry) | 2.89 cm | 1.139 in |
15.0 kN·m
15.0 kN
0.40 mm
L/14965