Moment at beam ends without modifying insertion point.
Moment at beam ends without modifying insertion point.
(OP)
Hello,
I already read the following threat
http://www.eng-tips.com/viewthread.cfm?qid=322993
were it explained why even though a beam end was defined as end-release it still carry moment.
I have the same issue, but even though I modified the column and beam insertion point to centroid
to check if that was the issue, I still find moment at the end of a beam that was defined as pinned.
I provide a print screen of the issue, showing even the value of the moment. For the record, the slabs
are shell, and the meshing was done successfully without warning or issue.
Thanks for the help in advance!
I already read the following threat
http://www.eng-tips.com/viewthread.cfm?qid=322993
were it explained why even though a beam end was defined as end-release it still carry moment.
I have the same issue, but even though I modified the column and beam insertion point to centroid
to check if that was the issue, I still find moment at the end of a beam that was defined as pinned.
I provide a print screen of the issue, showing even the value of the moment. For the record, the slabs
are shell, and the meshing was done successfully without warning or issue.
Thanks for the help in advance!




