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 1800x550x20x35 steel profile weighs 573.8 kg/m (385.62 lb/ft), has a depth of 1800 mm (70.87 in), flange width 550 mm (21.65 in). Cross-sectional area: 73,100 mm². Moment of inertia Ix = 3,861,749.917 cm⁴, Iy = 97,167.417 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) | 35 mm | 1.38 in |
| Weight | 573.8 kg/m | 385.62 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 73,100 mm² | 113.305 in² |
| Moment of inertia (Ix) | 3,861,749.92 cm⁴ | 92778.54 in⁴ |
| Moment of inertia (Iy) | 97,167.42 cm⁴ | 2334.45 in⁴ |
| Elastic section modulus (Sx) | 42,908.33 cm³ | 2618.438 in³ |
| Elastic section modulus (Sy) | 3,533.36 cm³ | 215.620 in³ |
| Plastic section modulus (Zx) | 48,940.75 cm³ | 2986.560 in³ |
| Plastic section modulus (Zy) | 5,466.75 cm³ | 333.603 in³ |
| Radius of gyration (rx) | 72.68 cm | 28.615 in |
| Radius of gyration (ry) | 11.53 cm | 4.539 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2746133