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The figure shows a two-hinged parabolic arch of span $L$ subjected to a uniformly distributed load of intensity $q$ per unit length.

The maximum bending moment in the arch is equal to

  1. $\dfrac{qL^2}{8} \\$
  2. $\dfrac{qL^2}{12} \\$
  3. zero
  4. $\dfrac{qL^2}{10}$
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