"pnsln":rid7efvv" said:
"pnsln":rid7efvv" said:
First of all good work. The project I am working on is a steel roof structure, I have defined the roof loads. There will be no slabs and suspended ceiling will be used, but I get the same error in the report. Relative floor drift is high, so increase the system rigidity. Even though I increased the sections, I could not solve it. I would be very glad if you could help me.
Is there anyone who can help me? I couldn't get out of it :cry:
Hello , There is no diaphragm and frame formation in your structure. Soil class ZD. It is normal for Görlei story offset values to be large. For possible solutions to the relative floor offset problem, the following link can be examined.
"Facade elements are connected with flexible connections or infill walls are independent" option in Analysis settings can be evaluated, provided that it is applied on-site. TBDY 2018 Information Supplement 4C yi inc Thank you very much for answering.