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 482x150x9.5x15.9 steel profile weighs 71.0 kg/m (47.74 lb/ft), has a depth of 482 mm (18.98 in), flange width 150 mm (5.91 in). Cross-sectional area: 9,046.9 mm². Moment of inertia Ix = 33,140.703 cm⁴, Iy = 897.592 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 482 mm | 18.98 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 71.0 kg/m | 47.74 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,046.9 mm² | 14.023 in² |
| Moment of inertia (Ix) | 33,140.7 cm⁴ | 796.21 in⁴ |
| Moment of inertia (Iy) | 897.59 cm⁴ | 21.56 in⁴ |
| Elastic section modulus (Sx) | 1,375.13 cm³ | 83.916 in³ |
| Elastic section modulus (Sy) | 119.68 cm³ | 7.303 in³ |
| Plastic section modulus (Zx) | 1,593.01 cm³ | 97.212 in³ |
| Plastic section modulus (Zy) | 189.03 cm³ | 11.536 in³ |
| Radius of gyration (rx) | 19.14 cm | 7.535 in |
| Radius of gyration (ry) | 3.15 cm | 1.240 in |
15.0 kN·m
15.0 kN
0.25 mm
L/23567