hello, my first project that I'm working on now has been completed at a large stage (as a model) I think I made a lot of mistakes, especially when I was doing the analysis, earthquake load, reinforcement etc., can you give me suggestions by examining my project, and my reinforcement amount is 85 tons, my experienced friends say that it does not exceed 65-70 (they use sta4cad I couldn't get help from them for this.) The equipment calculation per m2 is a subject that I do not like and a comparison that does not suit an engineer, but it should not be skipped without thinking. What are the main options or reasons that reduce or increase the amount of reinforcement, your suggestions, the ways you will show, will be a start on my way, I am waiting for your help, thank you very much in advance. my project is in the Link
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