Your ultimate goal for this problem is to determine the internal loadings $($ N$,$V$,$ and

M$\_($b$)).$

As the first step, find the internal force along the rope.

Sign: negative if compressive.

$1440$ lb

$1575$ lb

$4320$ lb

$1800$ lb

$2.$Determine the reaction $($y$-$direction component$)$ at A$,$ Ay$.$

Sign: negative if the force is heading downward.

Question $3$ options:

$4320$ lb

$1800$ lb

$-1799$ lb

$-4319$ lb

$3.$Determine the normal force at the section C$,$ NC$.$

Sign: negative if the force is heading toward the section surface.

Question $4$ options:

$4321$ lb

$-4320$ lb

$-1349$ lb

$1800$ lb

$4.$Determine the reaction $($x$-$direction component$)$ at A$,$ Ax$.$

Sign: negative if the force is heading to the left.

Question $2$ options:

$1800$ lb

$-1799$ lb

$-4319$ lb

$4320$ lb

$5.$Determine the resultant of the distributed loading on the segment AC$.$

Sign: negative if the force is heading downward.

Question $5$ options:

$4725$ lb

$-675$ lb

$-450$ lb

$1800$ lb

$6.$Determine the shear force at the section C$,$ VC$.$

Sign: negative if the force is heading opposite from our positive sign convention of shear force.

Question $6$ options:

$1350$ lb

$-1349$ lb

$1800$ lb

$-4320$ lb

$7.$Determine the bending moment at the section C$,$ Mb$,$C$.$

Sign: negative if the moment is CW$,$ opposite from our positive sign convention of bending moment $($i$.$e$.,$ CCW$).$

Question $7$ options:

$-450$ lb$$ft

$4725$ lb$$ft

$-1350$ lb$$ft

$1500$ lb$$ft