P$\mathrm{.}16\mathrm{.}34$ The frame shown in Fig. P$\mathrm{.}16\mathrm{.}34$ is pinned to the foundation at A and D and has members whose flexural rigidity is E I. Use the the members and draw the bending moment diagram. Ans. M$\_$A$=$M$\_$D$=0,$ M$\_$B$=11\mathrm{.}9$ kNm$,$ M$\_$C$=63\mathrm{.}2$ kNm$.$ SLope deflict method FIGURE P$\mathrm{.}16\mathrm{.}34$