following structures. Verify the results the RISA$-2$D$.($Ans :$A_x=-0\mathrm{.}713kN,A_y=8\mathrm{.}335kN,($:$D_x=-15\mathrm{.}287kN,D_y=21\mathrm{.}665kN,M_D=32\mathrm{.}723kNu\}$

$6.$ Repeat problem $5$ if there are a support movement of A to left by $10mm$ and a support settlement at D by $12mm.$ Given $E=200$GPa,$I={10}^{7}m{m}^4.$ Verify the results the RISA$-2$D$.($Ans : $A_x=-0\mathrm{.}789kN,A_y=8\mathrm{.}431kN,D_x=-15\mathrm{.}211kN,D_y=21\mathrm{.}7569kN,M_D=33\mathrm{.}378kNm)$