The compound beam is fix supported at $A,$ pin connected at $B$ and supported by a roller at $C$ as shown below, the distributed load value is $w=65k\frac{N}{m},$ the length $L1=4m,$ and the length $\frac{?}{{?}_2}=7m.$ The answers are all sign sensitive$.$ Determine the reactions:

$C_y=,kN$

$A_y=kN$

$M_A=kN*m$

$kNkNkN*m$

Determine the shear and moments values $($local $ma\frac{x}{m}in)$ and fill them into boxes shown on the shear and moment diagrams below. Also specify the location of zero shear and zero moment.

$V1=,kN,V2=,kN$

$x^{\text{'}\text{'}}=$

$M1=,kN*m,M2=$

$x^{**}=$