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 500x500x20x35 steel profile weighs 342.3 kg/m (230.00 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 43,600 mm². Moment of inertia Ix = 202,805.333 cm⁴, Iy = 72,945.333 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) | 35 mm | 1.38 in |
| Weight | 342.3 kg/m | 230.00 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 43,600 mm² | 67.580 in² |
| Moment of inertia (Ix) | 202,805.33 cm⁴ | 4872.40 in⁴ |
| Moment of inertia (Iy) | 72,945.33 cm⁴ | 1752.51 in⁴ |
| Elastic section modulus (Sx) | 8,112.21 cm³ | 495.040 in³ |
| Elastic section modulus (Sy) | 2,917.81 cm³ | 178.057 in³ |
| Plastic section modulus (Zx) | 9,062 cm³ | 552.999 in³ |
| Plastic section modulus (Zy) | 4,418 cm³ | 269.604 in³ |
| Radius of gyration (rx) | 21.57 cm | 8.491 in |
| Radius of gyration (ry) | 12.93 cm | 5.092 in |
15.0 kN·m
15.0 kN
0.04 mm
L/144217