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Using the MATLAB Program2 m, plot the free-vibration response of a viscously damped system with m=4  kg, k=2500  N / m, x0=100  mm, ẋ0=-10  m / s, Δt=0.01  s, n=50 for the following values of the damping constant: a. c=0 b. c=100  N-s / m c. c=200  N-s / m d. c=400  N-s / m | Numerade
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