(Answered): CVE 313 1- Design a square footing for the interior column shown in the figure. The column carries ...

CVE 313 1- Design a square footing for the interior column shown in the figure. The column carries 2 kn of uniform live load and 1.5 k/ft of uniform dead load (including the self-weight of the structure), the base of the footing is 5 ft below grade, the soil weight is 100 lb/ft', and 9. - 5000 psf and concrete unit weight is 150 lb/ft (25 points) NOTE: Your design should only include the following (one-way shear, two-way shear, flexural reinforcement) Tributary area for an interior column Column 12 ft f. = 4 ksi fy = 60 ksi 16 in x 16 in 12 ft - 15 ft - 15 ft - 15ft - Building Floor Plan View