Question: Analyze and design a rectangular combined footing for the two columns shown below. qa =5ksf, fc = 3000 psi, normal weight, and fy = 60

Analyze and design a rectangular combined footing for the two columns shown below. qa =5ksf, fc = 3000 psi, normal weight, and fy = 60 ksi. The bottom of the footing is to be 5.8 ft below grade. (Take the thickness of the footing as 27 inches)

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