Situation $10-$A continuous wall is founded on three rows of piles spaced

$a=1\mathrm{.}8m$ apart. The longitudinal pile spacing is $b=2m$ in the front

and center rows and $c=3m$ in the rear row. The resultant of vertical

loads on the wall is $P=950kN$ per linear meter and the resultant

moment is $M=265kN-m$ per linear meter. See Figure $6298.$

What is the load in each pile along row $1$ in kN $?$

A$.673\mathrm{.}1$

B$.743\mathrm{.}2$

C$.708\mathrm{.}1$

D$.643\mathrm{.}2$

What is the load in each pile along row $2$ in kN $?$

A$.708\mathrm{.}1$

B$.673\mathrm{.}1$

C$.743\mathrm{.}2$

D$.643\mathrm{.}2$

What is the load in each pile along row $3$ in kN $?$

A$.643\mathrm{.}2$

B$.708\mathrm{.}1$

C$.673\mathrm{.}1$

D$.743\mathrm{.}2$

Figure $6298$