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 500x500x14x22 steel profile weighs 222.8 kg/m (149.73 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 28,384 mm². Moment of inertia Ix = 136,817.129 cm⁴, Iy = 45,843.761 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 22 mm | 0.87 in |
| Weight | 222.8 kg/m | 149.73 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 28,384 mm² | 43.995 in² |
| Moment of inertia (Ix) | 136,817.13 cm⁴ | 3287.03 in⁴ |
| Moment of inertia (Iy) | 45,843.76 cm⁴ | 1101.40 in⁴ |
| Elastic section modulus (Sx) | 5,472.69 cm³ | 333.965 in³ |
| Elastic section modulus (Sy) | 1,833.75 cm³ | 111.903 in³ |
| Plastic section modulus (Zx) | 5,985.78 cm³ | 365.276 in³ |
| Plastic section modulus (Zy) | 2,772.34 cm³ | 169.180 in³ |
| Radius of gyration (rx) | 21.95 cm | 8.644 in |
| Radius of gyration (ry) | 12.71 cm | 5.003 in |
15.0 kN·m
15.0 kN
0.06 mm
L/97292