Dear,
I want to model a CONTINOUS girder connected to column through bearings (only the upper node of column doesn’t carry moment).
how can I model this connection?
Modeling problem
Moderators: silvia, selimgunay, Moderators
put two nodes at the same place. connect the beams to one node, the column top to the other and then connect the two nodes via zero-length elements, if you have stiffnesses, or just equaldofs if you want to just constrain some dofs and release others.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104