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1. Calculate the reaction forces and moments at the fixed support at B. 110 mm 250 N 2 100 N 120 mm 80 mm 80 mm 20 N m 60 mm 400 N

When doing this type of problem, should I do the summation EM = 0 = EMx, EMy? Break the moments up into x and y components? Thanks. Statics problem.

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