Determine the appropriate footing size type and layout

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Footings are to be designed for two columns A and B spaced with D = 16 ft as shown. There are no dimensional limitations. The service load from column A is 100 kips and from column B is 150 kips. The allowable soil pressure is 4000 psf. Determine the appropriate footing(s) size, type, and layout. Assume thickness and disregard reinforcing.

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Reference no: EM131187806

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