I usually have problems with round columns, sometimes I get an error like here, sometimes it gives a ridiculous reinforcement. Can you help me where am I going wrong? file link:
Hello, If the radius of circular columns is enlarged (for example 25 cm), the statically required pursantation requirement and accordingly the number of reinforcements are reduced. Notes - Although flexible connection is selected in the project, the relative floor offset problem occurs. The rigidity of the load-bearing system needs to be increased. -You can review the frequently asked questions item 9 for the solution of joint cutting safety problems.
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