I got problem in hand calculation about defining unknown DOF at beam-column joint. Beam-column joint has to behave as simple connection. As I know for rigid, there are 6 unknown DOF for one member frame. How about simple connection?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.