I wrote in my answer. There is a deflection problem in your structure. The sections are insufficient for vertical load. not the results related to its small size. You will get deflection problem even if you enter a single frame. Question why you don't get deflection error in the other program."ertub_23":wym7bum2" said:What can be different in acceptance, why can there be so much difference in such a small project?
For the other program, contact the technical service of the other program. In the ideCAD program, the deflection calculation is made according to the TS500."ertub_23":23f66l31" said:there is a deflection problem, I'm already aware of it, but why am I waiting for a clearer answer for two different programs, what are the differences, what are the differences, is it just the deflection admissions are different?
There is a meshing problem in the 1st floor ceiling D7-D18-D10-D19. Delete the tiles and enter again The slab heights seem 7 cm and you have made slabs. This thickness is insufficient for slab slab."ertub_23":t6nsjesk" said:I have edited the project, but can you see why the console plates are insufficient on the last floor?