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I'm trying to make a model of af pile foundation. In the model I have tried to eliminate tension in the piles using Truss, COMP bars! I seem to get the typical No convergence of nonlinear problem!
![Autodesk Design & Make Report](https://forums.autodesk.com/t5/image/serverpage/image-id/1350519iCB55845EBFC43016/image-size/large?v=v2&px=999" "Autodesk Design & Make Report")