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  1. GE90

    ANSYS won't supply the axial stresses for my 2D Truss

    Come on guys someone must know what is going on. It would be most appreciated. Thank You!
  2. GE90

    ANSYS won't supply the axial stresses for my 2D Truss

    Hi all, I am solving a typical 2D Truss problem with appropriate Boundary Conditions and loads. I have used LINK1 elements and the program seems to solve it ok with no errors. The nodal displacements are displayed; but as soon as I choose the element soltuion for stresses in the x and Y...

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