A column transmitting a $1300$ kN load is located close to the property line, as shown in the diagram below. This load is taken up by a footing which also supports a load of $1000$ kN located further inland. The footing is at a depth of $2$ m$,$ and the soil density is $20$ kN$/$m$3.$ A value of N $=23$ was chosen for the foundation soil. There is no water table. First dimension the footing according to the admissible settlements, trying to avoid eccentricity, and then check the safety against failure if $\backslash$Phi $=35\backslash$deg $?$

Answers required:

qadm $($settlement$)=250$ kPa

B$1=3\mathrm{.}02$ m and B$2=1\mathrm{.}58$ m

qadm $($failure$)=728$ kPa$)$