GATE 2020 CE (CE1) – Question 40
The shown cantilever PQ of uniform flexural rigidity EI has concentrated moment M at midpoint R. Find free-end Q deflection.

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Correct answer: (C) $3ML^2/(8EI)$
Explanation
Bending moment is M from the fixed end to L/2, and zero beyond. A unit tip load gives virtual moment L − x. Thus $\delta_Q=\int_0^{L/2}M(L-x)/(EI)\,dx=3ML^2/(8EI)$. **C**.