The beam shown in Fig. E$3\mathrm{.}25$a$.$ The influence lines for the vertical reactions at B and C$,$ moment at section $2-2,$ and the moment and shear forces at section$1-1.$ Suppose a uniformly distributed live load of wL$=1\mathrm{.}2$ kip$/$ft and uniformly distributed dead load of wD$=0\mathrm{.}75$ kip$/$ft are placed on the beam. Using these results, determine the maximum value of the vertical reaction at B and the maximum and minimum values of moment at section $2-2.$ Given: The beam shown in Fig. E$3\mathrm{.}25$a$.$