No solution and incorrect boundary conditions
I'm trying to model a shell structure with angled forces acting on the top corners and end floors on the middle link (all are links in this example). I am however having troubles to define boundary conditions which allow me to achieve a solution. Would anyone care to help me decide on which force and boundary condition options I could go for please?
I am extremely new to Ansys as you can probably tell...
See attachment for the structure in the interface.
Thank you in advance!
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