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 500x500x20x40 steel profile weighs 379.9 kg/m (255.32 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 48,400 mm². Moment of inertia Ix = 224,481.333 cm⁴, Iy = 83,361.333 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) | 40 mm | 1.57 in |
| Weight | 379.9 kg/m | 255.32 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 48,400 mm² | 75.020 in² |
| Moment of inertia (Ix) | 224,481.33 cm⁴ | 5393.16 in⁴ |
| Moment of inertia (Iy) | 83,361.33 cm⁴ | 2002.76 in⁴ |
| Elastic section modulus (Sx) | 8,979.25 cm³ | 547.950 in³ |
| Elastic section modulus (Sy) | 3,334.45 cm³ | 203.482 in³ |
| Plastic section modulus (Zx) | 10,082 cm³ | 615.244 in³ |
| Plastic section modulus (Zy) | 5,042 cm³ | 307.683 in³ |
| Radius of gyration (rx) | 21.54 cm | 8.479 in |
| Radius of gyration (ry) | 13.12 cm | 5.167 in |
15.0 kN·m
15.0 kN
0.04 mm
L/159631