Hi,
It has been mentioned that ""only the transverse and rotational degrees of freedom are coupled"" in the TwoNodeLink Element (as long as the element has non-zero length).
Do you mean the formulation of the element is in such a way that couples off-diagonal components of <<all>> shear and moment DOFs together?
Could you tell me what is the general form of element stiffness matrix?
Thanks in advance,
Aryan
Link Element Stiffness Matrix
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