B error

Dear supplier. MY SUGGESTIONS: 1- You can get the building importance factor of 8, 2- For columns: it would be better to make a column with a pointed corner, it is difficult to manufacture. 3- Eliminate ZK errors by enlarging the columns, 4- Enlarge the beams, center the columns (maximum 35/2 cm out of the column Appendix: There is an incorrect (27 cm) condition in the MOLD PLAN) 5- Enter the ladder taking into account the support conditions, 6 - Check the wall loads, 7- If there is a wall on the floor, increase the live loads, 8- Is there an elevator tower? 9- The rigidity of the building is low, put earthquake curtains in both directions. Take it easy Unver ÖZCAN
 
First of all, my advice is that you enter the project directly as in the architecture, so there is a lot of trouble. That's why you need to edit the project. 1) As Ünver said, you can get the carrier system behavior coefficient of 8. 2) I think you need to add curtains in the long direction of the building, but you may need to add long columns 3) It will be beneficial for the system to catch the symmetry. 4) Most of your B bugs can be tweaked by making a few tweaks at the border. I wish you good work
 
If I were you, I would do a semi-rigid solution. Why did you feel the need to use a rigid diaphragm for vertical loads? I would be glad if you inform me. Good work... KEMAL YALVAÇ
 
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