Excessive reinforcement in basement columns

[ucttkgz]

Hello. In my project, there is too much reinforcement in columns s17, 18 and 19 on the basement floor. While there are 20 on the ground floor and 1 2 3, there are 46 48 in the basement. What do you think could be the reason for this? Thank you for your help.

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[unver]

Re: EXTREME REINFORCEMENT IN BASEMENT COLUMNS Hello

Hello. In my project, there is too much reinforcement in columns s17 18 and 19 in the basement floor, while there are 20 in the basement and 1 2 3 46. It appears in 48. What do you think could be the reason for this. Thanks for your help.

There are 30 errors in the project. After my suggestions, you can also evaluate the above situation, --The construction location Istanbul appears on the map, edit the coordinates in the wizard and upload get it done, -- Will the calculation of the walls be made according to 4.9.1.3.b?If it is to be done, the flexible joint application in ANNEX 4C should be applied on the walls, if not 4.9.1.3.a Check , --Rollover ratio >0.75 does not provide and there is an error in the curtain ratio control curtain addition should be made, --Roofing load can be reduced , --There is no elevator tower? --Ladder model and solve together.