A loading car is at rest on a track forming an angle of 25° with the vertical. The gross weight of the car and its load is 5500 lb, and it is applied at a point 30 in. from the track, halfway between the two axles. The car is held by a cable attached 24 in. from the track. Determine the tension in the cable and the reaction at each pair of wheels.

4.3.1
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Free-Body Diagram. A free-body diagram of the car is drawn. The reaction at each wheel is perpendicular to the track, and the tension force T is parallel to the track. For convenience, we choose the x axis parallel to the track and the y axis perpendicular to the track. The 5500-lb weight is then resolved into x and y components.

W_{x}\,=\,+(5500\;\mathrm{lb})\;\mathrm{cos}\;25^{\circ}\,=\,+4980\;\mathrm{lb}\\ \\ W_{y}\,=\,-(5500\;\mathrm{lb})\;\mathrm{sin}\;25^{\circ}\,=\,-2320\;\mathrm{lb}

Equilibrium Equations. We take moments about A to eliminate T and R_1 from the computation.

+\mathrm l\Sigma M_{A}=0:\qquad-(2320\ \mathrm{lb})(25\ \mathrm{in.})\ -\ (4980\ \mathrm{lb})(6\ \mathrm{in.})\ +\ R_{2}(50\ \mathrm{in.})\,=\,0 \\ \\ \qquad\qquad\qquad R_{2}\,=\,+1758\;\mathrm{lb}\qquad\qquad\qquad\qquad\qquad\qquad R_{2}\,=\,1758\;\mathrm{lb}\nearrow

Now, taking moments about B to eliminate T and R_2 from the computation, we write

+\mathrm l\Sigma M_{B}=0:\qquad (2320\ \mathrm{lb})(25\ \mathrm{in.})\ -\ (4980\ \mathrm{lb})(6\ \mathrm{in.})\ -\ R_{1}(50\ \mathrm{in.})\,=\,0 \\ \\ \qquad\qquad\qquad R_{1}\,=\,+562\;\mathrm{lb}\qquad\qquad\qquad\qquad\qquad\qquad R_{1}\,=\,+562\;\mathrm{lb}\nearrow

The value of T is found by writing

\searrow +\Sigma F_{x}\,=\,0\colon\qquad+4980\;\mathrm{lb}\,-\,T=\,0 \\ \\\qquad\qquad\qquad\qquad T=\ +4980\,\mathrm{lb} \qquad\qquad\qquad\qquad T=\ 4980\,\mathrm{lb}\nwarrow

The computed values of the reactions are shown in the adjacent sketch.
Check. The computations are verified by writing

\nearrow +\Sigma F_{y}\,=\,+{5}62\,\mathrm{lb}\,+\,\ 1758\,\mathrm{lb}\,-\,2320\,\mathrm{lb}\,=\,0

The solution could also have been checked by computing moments about any point other than A or B.

4.3.2
4.3.3
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