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I'm modelling simple frame symmetry (Rc Column with steel rafter) in Autodesk Robot Structural analysis 2012with two cases. - column fix 100% with rafter (00000A1) - column fix 20% with rafter (0000A2) The result is, first case, moment is symmetry, but other case is not symmetry. Why? What's wrong? No wind load!! Model is symmetry!!!