permanent foundation reinforcement

[Kemal Baş]

Good work everyone. An additional floor permit will be obtained for a building built in 2001. For this reason, I enter the data to analyze the performance of the existing building and try to do the normal analysis of the building first. But I am constantly encountering a great moment in the middle span of the foundations and naturally the program throws reinforcements to an exaggerated extent. For a 100/80 size continuous foundation beam, 21 pieces of 14 reinforcements are thrown. How can I solve the problem? I am sending the project attached.