Q$2$ Weight: $20\mathrm{.}00\%$

For the truss, use the method of sections Note: On your FBD draw all internal forces in the positive direction $($tension$).$

$F=69kN,P=106kN,h=3m,I=3m,=30$deg

FIND:

Calculate Ax $($the x component of the reaction force$)$ at support A$.$

Calculate Bx $($the x component of the reaction force$)$ at support B$.$

Calculate By $($the y component of the reaction force$)$ at support B$.$

Calculate the force FFE in member FE$.$

Calculate the force FBC in member BC$.$