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 500x500x20x50 steel profile weighs 455.3 kg/m (305.96 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 58,000 mm². Moment of inertia Ix = 264,833.333 cm⁴, Iy = 104,193.333 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 455.3 kg/m | 305.96 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 58,000 mm² | 89.900 in² |
| Moment of inertia (Ix) | 264,833.33 cm⁴ | 6362.62 in⁴ |
| Moment of inertia (Iy) | 104,193.33 cm⁴ | 2503.24 in⁴ |
| Elastic section modulus (Sx) | 10,593.33 cm³ | 646.448 in³ |
| Elastic section modulus (Sy) | 4,167.73 cm³ | 254.332 in³ |
| Plastic section modulus (Zx) | 12,050 cm³ | 735.339 in³ |
| Plastic section modulus (Zy) | 6,290 cm³ | 383.841 in³ |
| Radius of gyration (rx) | 21.37 cm | 8.413 in |
| Radius of gyration (ry) | 13.4 cm | 5.277 in |
15.0 kN·m
15.0 kN
0.03 mm
L/188326