Analysis cannot be completed after modeling the foundation

[ottomancagatay]

When you model the foundation, it causes problems due to iteration and the analysis time does not end.

 

[goose]

Re: Iteration problem ? Your project does not have diagonals to provide horizontal stability.

 

[nurgulkaya]

Re: Iteration problem ? Hello; There was a problem with the join inputs. When the column foot and support combinations are re-entered, the analysis problem does not exist. There are no elements that will provide horizontal and scissor stability in your system. In order to solve the problem of slenderness in the horizontal cross and truss sub-heads on the roof, you need to insert a stability beam. When these are created, deficiencies will occur in your sections. You control. Good work.