ground safety is bad.

[murat061]

Friends, I could not set the basis of the attached project, if anyone can help, I would be very grateful. Thanks in advance.

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[civil1979]

I analyzed the project you posted at 6.0053. When I looked at the project settings before the analysis, I saw that the earthquake zone was a 1st degree earthquake zone and R was 4, so the ductility level was Normal. It is obligatory to design ductile or mixed structures in 1 and 2 degree earthquake zones. Despite all this, I analyzed your project as 1st degree earthquake zone R= 4. There does not appear to be a problem in the ground stresses in the foundation. I found the highest stress to be 7.08 in the combination G+Q+EX2. Only some curtains have problems with cutting.