As a result of the analysis and <Vmax hatası çıkıyor

[statikçim]

HELLO, DEAR AUTHORITIES, I NEED URGENT HELP FROM YOU, My project is attached. sticking points: 1) How should my analysis settings be: both the ground and the stiffness (Is it recommended to solve fully rigid or semi-rigid?) When I want to solve fully rigid, why do they become passive as a result of the analysis, even though I select the marked places in the picture below? 2) Are the conditions I have chosen regarding the ground-foundation in the analysis settings sufficient? So what are your humble recommendations? Again, I have marked the conditions I have chosen in the picture below. 3) I made the analysis by selecting the bottom 3 conditions in the analysis settings, and when I didn&#39;t select it, some elements were giving an error. keep these selected? I marked it again in the picture below 4) As a result of the analysis And <Vmax hataları var bunları nasıl düzelteceğim. forumda bu konu ile alakalı 1-2 başlık var inceledim ama sonuç alamadım.
5) Merdivenin yapı ile birlikte analizini gerçekleştirdim. program sadece 2 kollu düz merdivenleri dikkate alıyo heralde değil mi? merdiven ile ilgili seçmiş olduğum hesap aksları ile mesnetlenme koşulları doğrumudur?
6) son olarak genel başka hatalarım var mıdır? ya da ekonomiği dikkate almadığım sizlerin söyleyecekleri var mııdır?
proje ektedir analiz yapılmıştır:

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[ibrahimkisecok]

There is no problem in the settings, the reason for the error in your project is already written in the geometry control. I couldn&#39;t look much, but for example, the x-direction beams of the S05 column do not comply with the regulation. If you are going to use a 30-gauge column, you cannot make an 80-beam beam. &quot;beam width cannot exceed beam height and column width.&quot;