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I have a simple shaft with a radial load applied to one end and a fixed constraint on the opposite end. When I run the analysis on it, I am confused about what it reports for the "Reaction Force Magnitude". Since I only have one radial load (500 lbs in the Y-direction), I would expect the reaction force to be equal and opposite to this, but it is not even close.
Attached is my ipt (Inv 2020) and a pdf of the report I generated from the results.
TIA,
Kirk
Solved! Go to Solution.