Compute the forced response of a steady-state displacement amplitude and phase for spring- mass-damper system with the following values: c = 200 kg/s, k = 2000 N/m, m= 100 kg, subject to a harmonic force of magnitude Fo 15 N and frequency of 10 rad/s and initial conditions of X=0.01 m and vo= 0.1 m/s.