Two rectangular plates are hinged together and held by a wire extending from corner C to corner B $.$ The tension in wire BC is $485$ N $.$ You want to examine the rotational effects of the tension force in the wire applied at corner C of the plate about the origin of the coordinate system, $0.$

You decide to choose a position vector that originates at the origin and ends at point C$.$ Based on that decision, which moment vector below would be the correct result of calculating the moment of the force on corner C of the plate by wire BC about the origin of the coordinate system, $0.$

Multiple Choice

$$

vec$(M_o)=(316\mathrm{.}61N-m)hat(i)-(281\mathrm{.}54N-m)hat(j)+(237\mathrm{.}46N-m)hat(k)$

$$

vec$(M_o)=(653\mathrm{.}3N*m)hat(i)-(290\mathrm{.}4N*m)hat(j)+(925\mathrm{.}6N-m)hat(k)$

$M_o^2=(-316\mathrm{.}61N-m)hat(i)+(281\mathrm{.}54N-m)hat(j)-(237\mathrm{.}46N*m)hat(k)$

vec$(M_o)=(-653\mathrm{.}3N*m)hat(i)+(290\mathrm{.}4N*m)hat(j)-(925\mathrm{.}6N-m)hat(k)$