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Which is the correct moment equilibrium about the y axis? a) \Sigma M_y = C_y (0.6)-300 = 0 b) \Sigma M_y = C_z (0.6)-300 = 0 c) \Sigma M_y = C_z (0.6)-450 cos 40^o (0.4) -300 = 0 d) \Sigma M_y = C_z | Homework.Study.com
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mechanical engineering - In static equilibrium body, how can an applied moment about an axis contribute to reaction moment to another point away from the axis? - Engineering Stack Exchange
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