Too much reinforcement in the column

[gndntugay]

There are too many reinforcements in the 2nd basement and 1st basement floor. What is the solution?

 

[Levent Özpak]

Hello, In your project; -2nd. The lower level of the P10 curtain in the basement is wrong. The analysis model is formed incorrectly. -one. the basement floor should not be considered rigid. You can review TBDY 2018 article 3.3.1.1.a). You can remove the wall loads if there is no wall on the beams of 1 floor annealed -Please check the link below for column beam joint shear safety (B) problem and possible solutions.

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Good work