bagcihan
New Member
It gives extra reinforcement, is there basically a wrong drawing? Suggestions are welcome
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In your project, Building Height Class BYS=5. For unidirectional threaded slabs It does not meet the allowed DMS condition. I added Table 4.1 in my previous message. The mixed solution conditions for the ductile level are also not met. In order to solve the mixed Ductility Level mixed system, the condition TotalMdev>=0.75*Mo specified in TBDY 2018 item 4.3.4.6 must be met."bagcihan":39dr5ynx" said:Single direction threaded slab must be selected. But selection is not allowed. If mixed ductility level is selected, the reinforcements give absurdly excess.
If a solution is made in this way, the conditions specified in TBDY 2018 for unidirectional gear flooring You can change the flooring system."bagcihan":2yry4lbz" said:is it right to leave it like this, I also get an error in round columns, I don't know if it is an error in the calculation of the program or in the design