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Non-bonded segment

Posted: Thu Jan 15, 2026 2:04 am
by junruli
Hello,

I am modeling a reinforced concrete beam-column joint and need to create an unbonded zone in a part of the beam, but I don't know how to establish it. If you have any advice, I would be grateful.

Re: Non-bonded segment

Posted: Fri Jan 23, 2026 9:01 am
by STKO Team
What do you mean by "unbonded zone"?
NOTE: please, don't ask the same question on multiple threads