A 3-ft square, 2-ft deep footing carries a column load of 28.5 k. An architect is proposing to build a new 4 ft wide, 2 ft deep continuous footing adjacent to this existing footing. The side of the new footing will be only 6 inches away from the side of the existing footing. The new footing will carry a load of 13 k/ft. ? = 120 lb/ Develop a plot of ?. due to the new footing (x-axis) vs. depth (y-axis) along a vertical line beneath the center of the existing footing. This plot should extend from the bottom of the existing footing to a depth of 35 ft below the bottom of this footing
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