Consider a twoDOF springmass system shown in the figure. When timeindependent loads are applied, calculate the transient response (displacements of two masses) as a function of time. Use the central difference method with \(t \in[0,10] \mathrm{sec}\). Use \(m_{1}=2, m_{2}=1\), \(k_{1}=4, k_{2}=2\), and \(k_{3}=2\).

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