Question $2$ NB ANSWER ONLY C$!!!!$

A statically indeterminate frame is shown. The following distribution factors can be calculated : DF$\_($BA$)$

$=0\mathrm{.}384,$DF$\_($BC$)=0\mathrm{.}616$;DF$\_($CB$)=0\mathrm{.}586,$DF$\_($CD$)=0\mathrm{.}414.$ Use P$=55$kN$.($E$)/()$ is constant for the frame.

Use E$=200$GPa,I$=100\backslash$times $10^(-6)$m$^(4).$

aB$.$ What is the

value of R$\_(1),$ the force preventing sway?

cM$\_($BA$)=-49\mathrm{.}59$kNm$,$M$\_($BC$)=49\mathrm{.}59$kNm$,$M$\_($CB$)=58\mathrm{.}18$

kNm$,$M$\_($CD$)=-58\mathrm{.}18$kNm$,$M$\_($DC$)=-50\mathrm{.}33$kNm$.$ The value of R$\_(2),$ the force causing the sway, is $-112\mathrm{.}57$

kN $.$ What are the final end moments?