$M_{AB}=2E(\frac{\text{I}}{L})[2{}_A+{}_B-3(\frac{}{L})]+(FEM{)}_{AB}$

$M_{BA}=2E(\frac{\text{I}}{L})[2{}_B{}_A-3(\frac{}{L})]+(FEM{)}_{BA}$

Structural Analysis: I need a tutor that can

write on paper. I need a thorough

explanation on how to acquire slope$-$

deflection equations: $M_{AC},M_{CA},M_{CE},M_{EC}.$

Specifically, I need a tutor that knows to use

slope$-$deflection equations above and

explain why you set $$ and$/$or $$ as $0$ for

each moment. AGAIN I NEED A

THOROUGH EXPLAINATION AND

DRAWING ON TO THETA AND DELTA AS

ZERO. I WILL GIVE A THUMBS DOWN IF

NOT ANSWERED IN THE BOX! PLEASE

DRAW AND EXPLAIN YOUR PROCESSS.

STOP AT THE AFTER ACQURING THE

SLOPE$-$D$3$EFLECTION EQUATIONS!