Consider the beam shown below, with a fixed support at $A,$ roller supports at $C$ and $E,$ and internal

hinges at $B$ and $D.$ Determine the reactions, and then sketch the shear and moment diagrams for the

beam on the axes provided $($you are not required to develop the equations describing the variation of

shear and moment$).$ Indicate on each diagram values of shear and moment at points of interest $($abrupt

changes, maximums, and minimums$).$ Note that k indicates kips and klf indicates kips per linear foot

$(1$ kip $=1000$ pounds$).$