Consider the beam and loading. the beam has a flexural rigidity of EI over AC and $2$EI over CB$,$ where EI $=5\mathrm{.}52$MN$.$m$^2$ determine the reactions at the supports, and deflection at C$.$ The length of AC is $3\mathrm{.}9$m and length of CB is $3\mathrm{.}9$m$.$ A clockwise moment is applied at C of M $=37$KNm