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The portal frame shown in the figure is subjected to a uniformly distributed vertical load $w$ (per unit length).


The bending moment in the beam at the joint ‘Q’ is

  1. zero
  2. $\dfrac{wL^2}{24}$ (hogging)
  3. $\dfrac{wL^2}{12}$ (hogging)
  4. $\dfrac{wL^2}{8}$ (sagging)
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