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A semi-circular bar of radius $\text{R m}$, in a vertical plane, is fixed at the end $G$, as shown in the figure. A horizontal load of magnitude $\text{P kN}$ 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

  1. $\frac{P}{\sqrt{2}}\:kN, \frac{P}{\sqrt{2}}\:kN$, and $\frac{PR}{\sqrt{2}}\:kNm$
  2. $\frac{P}{\sqrt{2}}\:kN, \frac{P}{\sqrt{2}}\:kN$, and $0 \:kNm$
  3. $0\:kN, \frac{P}{\sqrt{2}}\:kN$, and $\frac{PR}{\sqrt{2}} \:kNm$
  4. $\frac{P}{\sqrt{2}}\:kN,0\:kN$, and $\frac{PR}{\sqrt{2}} \:kNm$
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