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A simply supported beam PQ is loaded by a moment of 1 kN-m at the mid span of the beam of length 1 m. The reaction forces $$R_p and R_q$$ at supports P and Q respectively are
1 kN downward, 1 kN upward
0.5 kN upward, 0.5 kN downward
0.5 kN downward, 1 kN upward
0.5 KN upward, 0.5 kN upward
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