Consider the situation illustrated in Fig. $5-8(a)$. The uniform $0.60$ $\mathrm{kN}$ beam is hinged at $P$. Find the tension in the tie rope and the components of the reaction force exerted by the hinge on the beam. Give your answers to two significant figures.
The reaction forces acting on the beam are shown in $\underline{\text { Fig. }} 5-8(b)$, where the force exerted by the hinge is represented by its horizontal and vertical components, $F_{R H}$ and $F_{R V}$. The torque equation about $P$ is
$\Omega[$
(We take the axis at $P$ because then $F_{R H}$ and $F_{R V}$ do not appear in the torque equation.) Solving this equation yields $F_{T}=2280 \mathrm{~N}$ or,