Determine the steady-state amplitude of angular oscillation for the system of Fig. 3L Slender bar of mass m k =2 x 10 N-s C = 400 m L=1.2 m m = 10 kg Y = 0.01 m rad o = 350 smL²Ö + tcL²è + ¾KL²0 = }kLy(t) = kYL sin wt =1KYL sin wt 0.0188 rad == 1.08°

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Free Damped Vibrations

Free vibration is a type of vibration in which the external force is removed after giving the initial displacement to a body/system. In other words, in this type of vibration, force is applied at the initial displacement of the system, and after the initial displacement, force is removed, and the system vibrates at the natural frequency.