CISC, 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 450x450x11x20 steel profile weighs 176.7 kg/m (118.74 lb/ft), has a depth of 450 mm (17.72 in), flange width 450 mm (17.72 in). Cross-sectional area: 22,510 mm². Moment of inertia Ix = 89,582.758 cm⁴, Iy = 30,379.548 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 450 mm | 17.72 in |
| Width (b) | 450 mm | 17.72 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 176.7 kg/m | 118.74 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 22,510 mm² | 34.890 in² |
| Moment of inertia (Ix) | 89,582.76 cm⁴ | 2152.23 in⁴ |
| Moment of inertia (Iy) | 30,379.55 cm⁴ | 729.87 in⁴ |
| Elastic section modulus (Sx) | 3,981.46 cm³ | 242.964 in³ |
| Elastic section modulus (Sy) | 1,350.2 cm³ | 82.395 in³ |
| Plastic section modulus (Zx) | 4,332.28 cm³ | 264.373 in³ |
| Plastic section modulus (Zy) | 2,037.4 cm³ | 124.330 in³ |
| Radius of gyration (rx) | 19.95 cm | 7.854 in |
| Radius of gyration (ry) | 11.62 cm | 4.574 in |
15.0 kN·m
15.0 kN
0.09 mm
L/63703