Problem $1$:

For the beam with a hinge at $C$ and the loading shown, $a=2m,b=8m,c=6m,P=13kN$ and $w_o=15k\frac{N}{m}$ determine the reactions at supports A and $B.$

Reaction $Ax=$ kN $($right is $+)$

Reaction $Ay=$

kN $($up is $+)$

Reaction Bx $=$

kN $($right is $+)$

Reaction $By=q,$ N $($up is $+)$

Moment M at $B=kN-m($CCW$)$