Exerclse $2(50\%)$ : The following statically indeterminate beam of constant $EI(E$ and I are not needed to solve$)$

is subjected to the TWO shown moments $($they are different, there is NO symmetry$).$ Solutlons by integration

do "not"$*$ COUNT FOR PARTIAL GRADE $($at all$).$ You must IN THIS ORDER:

$($i$)$ Sketch NEAT COMPLETE Free Body Diarram of the beam

$($iii$)$ Write the equilibrium equations from $($i$),$ clear and legible.

$($iii$)$ Sketch $($GRAPHICALLYI$)$ the chosen NEAT breakdown of beam in CASES to solve, and CLEARLY show

there $($GRAPHICALIY$)$ what are the deflections $($or slopes$)$ to be used in the following $($IV$)$s

$($iv$)$ Write a NEAT, COMPLETE COMPATIBILY EQUATION to solve for the chosen extra unknown

$($v$)$ Solve for all reactions with equations of $($ii$)$ and $($tv$)$

BONUS $(10\%$ extra$)$: sketch $($must be NEAT, COMPLETE, CORRECT$)$ the Shear$-$Force$-$and Bending$-$Moment$-$

diagrams for the given beam.