Hi everyone,
I am working with beam column connection, where the column is connected to a frame. I am considering a pin connection between the column and frame (Like a buckling test), I used zero length elements, but my results show me the same displacements and rotation in both parts: column and frame (Both nodes master and slave), this does not make sense. Does anyone know what could be happen?
Thanks
Juan
Connections
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- Posts: 5
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- Location: University of Colorado
Re: Connections
you have too many constraints between the 2 nodes.