figure below $($left$).$ The piles are arranged as shown in the figure below $($right$)$ where the spacing between the piles is $3\mathrm{.}0ft$ center to center. Answer the following questions:

The nominal end bearing resistance force of the pile group, $Q_g=($in kips$)$

Question $2$

The nominal skin resistance force of the pile group in the top clay layer, $F_{g,1}=($in kips$)$

Question $3$

The nominal skin resistance force of the pile group in the bottom clay layer, $F_{g,2}=($in kips$)$

Question $4$

If the piles are extended by $10$ additional feet into the Clay $2$ layer, what will be the nominal end bearing resistance force of the pile group, in kips$)$

Question $5$

If drilled cast$-$in$-$place concrete shafts of the same dimensions $($diameter and length$)$ were used instead of the driven piles, what will be the nominal end bearing resistance force of the pile group, $Q_g=($in kips$)$

Please answer clearly. Thank you