Deflection Error in Beams

[muratkanici]

Hello, While I was saving the deflections of the steel beams in the project I made in the old version, the deflections did not save when I analyzed the same project after the last update. When I examine the reports, the ln opening is 878 cm in the old version, while the ln opening is 203 cm in the new update. Where could the problem come from?

 

[nurgulkaya]

Hello there; In the new version, an arrangement has been made regarding the deflection calculation. However, during this arrangement, while the support conditions were created from the data taken from the solid model, the support condition was determined from the steel column constructively located on the roof, as in your project, so you get deflection insufficiency. If you model your columns on the roof with steel beams, the problem will be solved. In your model in the old version and the new version, your deflection results will be calculated close to each other. Good work.