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A symmetric frame $PQR$ consists of two inclined members $PQ$ and $QR$, connected at $‘Q’$ with a rigid joint, and hinged at $‘P’$ and $‘R’$. The horizontal length $PR$ is $l$. If a weight $W$ is suspended at $‘Q’$, the bending moment at $‘Q’$ is

  1. $\dfrac{Wl}{2} \\$
  2. $\dfrac{Wl}{4} \\$
  3. $\dfrac{Wl}{8} \\$
  4. zero
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