assuming that the first concentrated load is located $0$m from the left side, and the second concentrated load is located $1\mathrm{.}2$m from the first concentrated load, calculate for the reactions, as well as construct a shear and moment diagram the length of the beam is $26$m$,$ the first concentrated load is $110$kN$,$ the second concentrated load is $110$kN$,$ the uniform distributed load is $9\mathrm{.}3$kN$/$m$.$