Calculate the response of a clamped-free bar to an initial displacement of 1 cm at the free end and a zero initial velocity.
Assume that ρ = 7.8 x 103 kg/m3 , a = 0.001 m2 , E = 1010 N/m2 , and l = 0.5 m. Plot the response at x = l and x = l/2 using the first three modes.