A perfectly flexible and inextensible cable is shown in the figure (not to scale). The external loads at F and G are acting vertically. 
A semi-circular bar of radius R m, in a vertical plane, is fixed at the end G, as shown in the figure. A horizontal load of magnitude P kN is applied at the end H. The magnitude of the axial force, shear force, and bending moment at point Q for \(\theta = 45^\circ\), respectively, are
