I just run an analysis and got very weired results. Deflection is about 5mm at the end and about 6200 in the mid span of some beams ( see pic attached) I checked gemotery and relaeases and node looks ok. Any ideas?
Solved! Go to Solution.
Solved by dimogrec. Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
You have too many bar releases -> big number of degrees of freedom
Also avoid bar releases on pinned base. Example in picture : pinned base by definition has free Rx,Ry,Rz so you don't need to release also the bar (bracing) edge