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Turkish Hello everyone, good work. In the attached project, I am facing a stapling problem in 6 columns. This project was solved and implemented by another friend last year. 1) The owner of the building will re-implement the same project and requested that the static project be prepared by me. How can I fix the punching error in the existing foundation thickness and concrete class? (Do I have a chance to fix it without punching reinforcement?) Note: Errors in geometry control are due to variable cross-section (gusli beam) design.) Project Link
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