Find: $($use the beam deflection equations shown below$)$

the reactions at Point A

the reactions at Point B

show all necessary free body diagrams

$\backslash$table$[[$BEAM TYPE,SLOPE AT FREE END,DEFLECTION AT ANY SECTION IN TERMS OF x$,$MAXIMUM DEFLECTION$],[1.$ Cantilever Beam $-$ Concentrated load P at the free end$],[\backslash$table$[[,\backslash$table$[[\backslash$theta $=($Pl$^(2))/(2$EI$)]],\backslash$table$[[$y$=($Px$^(2))/(6$EI$)(3$l$-$x$)]],\backslash$delta $\_($max$)=($Pl$^(3))/(3$EI$)],[2.$ Cantilever Beam$-$Concentrated load P at any point$],[,\backslash$table$[[\backslash$theta $=($Pa$^(2))/(2$EI$)]],\backslash$table$[[\backslash$table$[[$y$=($Px$^(2))/(6$EI$)(3$a$-$x$)$ for $0$