Let T be the tension in the cable and the reaction at the pair of wheels be R1 and R2 as shown in Fig.
Now, ∑ of forces parallel to the track = 0, gives
T – 60 sin 60° = 0
T = 51.9615 kN.
Taking moment equilibrium condition about upper axle point on track, we get
R1 × 1200 + T × 600 – 60 sin 60° × 800 – 60 cos 60° × 600 = 0
R1 = 23.6603 kN.
∑ of forces normal to the plane = 0, gives
R1 + R2 – 60 cos 60° = 0
R2 = 30 – 23.6603
R2 = 6.3397 kN.