The earth beneath a building foundation pad has the capacity to safely carry 4,500 lbs/ ft2 (4.5 k/ft2). The Engineer has designed the concrete footings beneath each column to be 6 feet wide on each side and 2 feet thick. The concrete weighs 145 lbs/ft3. What is the maximum column load in kips that the footing can accommodate?
151.56 kips
162 kips
133 kips
104.4 kips
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