Additional problems

Problem $7\mathrm{.}13$

Use the moment$-$area method to determine the slopes and deflections at points B and C of the beam shown. $E=70$GPa&$I=500{10}^{6}m{m}^4.$

Determine the deflection at point C of the beam by the moment$-$area method. $E=200$GPa and $I=830{10}^{6}m{m}^4$

$($hint: Draw BMD using method of superposition, i$.$e$.$ individual BMD for each type of load$)$