We can use the torque equation for the truss as a whole. The torque about point A due to the weight is $Mg \cdot d = 66.0 \, \text{kN} \cdot 6.0 \, \text{m} = 396.0 \, \text{kNm}$. The torque about point A due to the tension in the cable is $F_{T} \cdot d = F_{T}
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