Rayleigh Damping parameters

I have a question regarding the determination of the mass and stiffness damping parameters of Rayleigh Damping. In Plaxis, we need to input the target frequencies and damping percentage to calculate the mass and stiffness damping parameters. So, I have used 5% damping for concrete and target angular frequencies 0.557 and 3.49189 from calculations of Rayleigh damping parameters (for c/s area 3X1.5, M30 grade concrete). However, despite using these values, Plaxis3D self-adjusts these values.