It is about linear static analysis. I apply the loads (force and moments) in a reference point.
Once the analysis is done, I create a CSYS with the origin in that reference point. I would like to obtain the same reaction moments as the applied ones. But still, when I report the total moment as...
Hello.
Linear static analysis in question.
I modelled a fillet weld connection between two plates by using tie constraint (3d solid geometry). Tie constraint is established along a line on both plates, different parts, but touching in Assembly mode. Nodes are almost a perfect match on both...
