GATE Civil Engineering
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A prismatic beam P-Q-R of flexural rigidity $EI = 1 \times 10^4 kNm^2$ is subjected to a momemnt of $180 kNm$ at Q as shown in the figure

The rotation at Q (in rad. up to two decimal places is_____

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I solved this problem by slope deflection method and getting -0.01 using sign convention. pls, tell me is it wrong or not because I want to challenge this question.
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