Hello, In my project, the basic addition is too much and the bottom/upper reinforcement comes out with fi16/12 cm intervals. And there are additions under almost every column and there are still problems (there are places with fi18/6 cm). Approximately 540 m2 of project and 60 kg of reinforcement per m2. In such a small business, the reinforcement was too much for me. I wonder if I'm making a technical error, can you check? I can also consider different solution suggestions. I would be very happy if you could help me, have a good work. (540 m2, for residential purposes, 2 sides are adjacent, floor heights are high)
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