Cintac, 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 500x500x22x50 steel profile weighs 461.6 kg/m (310.18 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 58,800 mm². Moment of inertia Ix = 265,900 cm⁴, Iy = 104,202.16 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 22 mm | 0.87 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 461.6 kg/m | 310.18 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 58,800 mm² | 91.140 in² |
| Moment of inertia (Ix) | 265,900 cm⁴ | 6388.25 in⁴ |
| Moment of inertia (Iy) | 104,202.16 cm⁴ | 2503.46 in⁴ |
| Elastic section modulus (Sx) | 10,636 cm³ | 649.051 in³ |
| Elastic section modulus (Sy) | 4,168.09 cm³ | 254.353 in³ |
| Plastic section modulus (Zx) | 12,130 cm³ | 740.221 in³ |
| Plastic section modulus (Zy) | 6,298.4 cm³ | 384.354 in³ |
| Radius of gyration (rx) | 21.27 cm | 8.372 in |
| Radius of gyration (ry) | 13.31 cm | 5.241 in |
15.0 kN·m
15.0 kN
0.03 mm
L/189084