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Modeling of RC Beam-column joints for analysis

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I am trying to model a RC building for analysis in
OpenSees platform.  The program manual states
availability of element BeamColumnJoint which can be
used for modeling.

If anyone has used this command, I shall be glad to
know how this command is used for cases of Knee
Joints, Joints at roof level and Edge joints where
there are less than 4-nodes available.

With Regards,

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