3. Consider a building modeled as a simple spring-mass-damper system. Suppose that the building's mass (mainly the supported roof) is $m = 5,000$ kg. The walls exert a restoring force modeling by a spring constant $k = 500,000$ newtons per meter and a damping constant $c = 20,000$ newtons per meter per second.
a.) Write out the appropriate homogeneous DE to model this buildings motion given an initial position of 0.01 meters with zero initial velocity.
b.) Using the equation from part (a), determine the roots and identify whether this system is overdamped, critically damped, or underdamped. Then find the general solution by hand.
c.) Enter the original DE into Maple with the initial conditions included and find the particular solution. Then, plot the position function $x(t)$ against time on the interval $0 \le t \le 3$. Write the particular solution below, and attach the Maple output of the particular solution as well as the appropriate plot.