For the column layout shown, there is a width restriction W of 16 ft. Here D = 14 ft. Determine an appropriate footing size and layout if the service load from column A is 700 kips and from column B is 800 kips. Assume thickness and disregard reinforcing. The allowable soil pressure is 4000 psf.
![222_Column Layout.jpg](https://secure.tutorsglobe.com/CMSImages/222_Column Layout.jpg)