For the square footing shown in the figure below.\ Given:

{:[DL=1200kN],[LL=700kV]}

factored,

e_(x)=e_(y)=0.2m

\ The soil pressure at corner

A

of the footing is\ The soil pressure at corner

B

of the footing is\ \\\\table[[,Final Answer,Units],[Problem 1,,],[12,

q_(max)=

,

k(N)/(m^(2))