A cantilever beam is fixed on the left end and free on the right end. The span of the beam is 12 ft. A 2 kip (1kip = 1000lbs) concentrated load is applied to the free end. A 0 kip/ft uniform distributed load is applied on the left half of the beam (between the fixed end and midpoint of the beam). What is the moment reaction at the fixed end of the beam in kip-ft? Use an appropriate sign if the moment is counterclockwise or clockwise.