Design a corbel to support a factored vertical load of 120 kips acting at 5 in. from the face of a column. You should include a horizontal load equal to 20 percent of the factored vertical load. The column and corbel are 14 in. wide. The concrete in the column and corbel was cast monolithically. Use 5000-psi normal-weight concrete and fy = fyt = 60 ksi.