I have modelled a full building with a lot steel columns.
The columns are not totally fixed in reality so I want to calculate them as pinned-pinned to obtain a safe result.
However, changing the releases on the columns gives me a ton of warrings because there is to many degrees of freedom.
I am wondering if there is another way of doing this or do I have to model the column again in 2D frame and change the releases there?
Solved! Go to Solution.
Try to use partial releases instead.
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