Column reinforcement density

Mr. supply MY SUGGESTIONS: 1- Do not fix the beam, column, curtain reinforcement and make calculations while calculating, 2- Remove the warning limit of deflection of K16 beam (ANNEX: MOLD PLAN error 1): By removing the console from the S02 column and shortening its length, 3- Under the K02 beam (error 1) 4) Better make a curtain around the stairs (under k08 AND k12 beams), it would be better, 4- Make the K13 beam vertical mistake 2 5- Remove the K22 and K23 beams, mistake 3 6- do not make the narrow side of the column 30 cm less than the mistake 5 7- beams center the columns error 6 8- Add the ladder load 9- Change the direction of the ribs error 7 10- Correct the column (B) errors 11- correct the beam and reinforcement errors in the calculation at the end of the project 12- The roof live loads can be reduced After making these corrections and placing the additional curtains S03 In the column, the percentage of reinforcement decreases. If it still does not reach the desired reinforcement percentage, try increasing the concrete value or increase the column sizes. Take it easy Unver ÖZCAN
 
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