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.
Put the I 482x150x6.4x15.9 IMCA in a real structure
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The I 482x150x6.4x15.9 steel profile weighs 60.0 kg/m (40.35 lb/ft), has a depth of 482 mm (18.98 in), flange width 150 mm (5.91 in). Cross-sectional area: 7,651.28 mm². Moment of inertia Ix = 30,783.5 cm⁴, Iy = 895.358 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 482 mm | 18.98 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6.4 mm | 0.25 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 60.0 kg/m | 40.35 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,651.28 mm² | 11.859 in² |
| Moment of inertia (Ix) | 30,783.5 cm⁴ | 739.57 in⁴ |
| Moment of inertia (Iy) | 895.36 cm⁴ | 21.51 in⁴ |
| Elastic section modulus (Sx) | 1,277.32 cm³ | 77.947 in³ |
| Elastic section modulus (Sy) | 119.38 cm³ | 7.285 in³ |
| Plastic section modulus (Zx) | 1,435.94 cm³ | 87.627 in³ |
| Plastic section modulus (Zy) | 183.49 cm³ | 11.197 in³ |
| Radius of gyration (rx) | 20.06 cm | 7.897 in |
| Radius of gyration (ry) | 3.42 cm | 1.347 in |
15.0 kN·m
15.0 kN
0.27 mm
L/21890