$(25$ points$)$ The beam in Figure $3$ supports a uniform live load of $1ki\frac{p}{f}t$ and a live$(25$ points$)$ Using the Muller$-$Breslau principle, sketch the shape of the influence lines for the reactions and internal forces listed $($Figure $2)$: $($a$)$ moment at A$,($b$)$ vertical reaction at A$,($c$)$ moment at C$,$ and $($d$)$ shear immediately LEFT of C$.$ Make sure to label the values for local maximums and minimums.

concentrated load of $4$ kips:

$($i$)$ Draw the influence lines for: $($a$)$ the moment at $C,($b$)$ the vertical reaction at $A,$ and

$($c$)$ the vertical reaction at $B.$

Note: There is a short link at E $($Allows rotation as a hinge connection$).$ Make sure to

label values.

$($ii$)$ Determine the maximum moment at $C.$