G$=800$kN$,$ Q$=700$kN bearing characteristic yulks

Rectangular single foundation for column with $400\backslash$times $600$mm cross section

design and prepare the drawing that will go to the construction site.

Unit volume weight of soil $16$k$($N$)/($m$^(3)),$ Foundation excavation

depth is $1\mathrm{.}50$m$,$ ground safety stress is $160$k$($N$)/($m$^(2)).$

Material: C$(30)/(37)-$B$500$C $($steel bar$),$ good inspection.

Note the ratio of column side lengths also for the lug

use it$.$

$($I would like the solution explained in detail, if you need extra information you can reply that you need information or translation of the solution.

The question is in Turkish$)$