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 1800x550x20x50 steel profile weighs 698.6 kg/m (469.49 lb/ft), has a depth of 1800 mm (70.87 in), flange width 550 mm (21.65 in). Cross-sectional area: 89,000 mm². Moment of inertia Ix = 5,030,916.667 cm⁴, Iy = 138,759.167 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1800 mm | 70.87 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 698.6 kg/m | 469.49 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 89,000 mm² | 137.950 in² |
| Moment of inertia (Ix) | 5,030,916.67 cm⁴ | 120867.77 in⁴ |
| Moment of inertia (Iy) | 138,759.17 cm⁴ | 3333.69 in⁴ |
| Elastic section modulus (Sx) | 55,899.07 cm³ | 3411.185 in³ |
| Elastic section modulus (Sy) | 5,045.79 cm³ | 307.914 in³ |
| Plastic section modulus (Zx) | 62,575 cm³ | 3818.577 in³ |
| Plastic section modulus (Zy) | 7,732.5 cm³ | 471.868 in³ |
| Radius of gyration (rx) | 75.18 cm | 29.600 in |
| Radius of gyration (ry) | 12.49 cm | 4.916 in |
15.0 kN·m
15.0 kN
0.00 mm
L/3577541