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 2000x500x20x30 steel profile weighs 540.1 kg/m (362.93 lb/ft), has a depth of 2000 mm (78.74 in), flange width 500 mm (19.69 in). Cross-sectional area: 68,800 mm². Moment of inertia Ix = 4,127,797.333 cm⁴, Iy = 62,629.333 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 2000 mm | 78.74 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 30 mm | 1.18 in |
| Weight | 540.1 kg/m | 362.93 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 68,800 mm² | 106.640 in² |
| Moment of inertia (Ix) | 4,127,797.33 cm⁴ | 99170.33 in⁴ |
| Moment of inertia (Iy) | 62,629.33 cm⁴ | 1504.67 in⁴ |
| Elastic section modulus (Sx) | 41,277.97 cm³ | 2518.947 in³ |
| Elastic section modulus (Sy) | 2,505.17 cm³ | 152.876 in³ |
| Plastic section modulus (Zx) | 48,368 cm³ | 2951.609 in³ |
| Plastic section modulus (Zy) | 3,944 cm³ | 240.679 in³ |
| Radius of gyration (rx) | 77.46 cm | 30.495 in |
| Radius of gyration (ry) | 9.54 cm | 3.756 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2935323