my mistakes

Re: MY ERRORS Hello, *2. I think the perimeter curtains on the basement floor are not enough for rigid acceptance of the floor. Therefore, it would be appropriate to enter the upper rigid floor number -3. These perimeter curtains on the 2nd basement floor should be selected and marked as a basement in the object properties. *Ductility Level Mixed System is selected. However, there is no curtain that runs along all floors in the building. In order to solve the mixed system, the shear force ratio (alphaS)>=0.40 on the curtains that continue along all floors. In the system, it would be appropriate to choose a high ductile R level and take R coefficients of 8. In this case, the Column Beam Joint Safety (B) problems in the columns should be resolved. The attached document on the subject named birleş.pdf can be examined. *4. The distance between the 2nd and 3rd ribs appears 80 cm on the D21 ribbed flooring on the second floor. Reference the K61 beam when constructing the rib. Or give the starting thread width 20 cm in the rib settings. In addition, the plate thickness was entered as 20 cm for the ribbed flooring. For ribbed floors, the thickness of the plate is 7-10 cm. Good work
 
Re: MY ERRORS Select the panels on the 2nd basement floor and click the object properties command. In the Static/Reinforced Concrete tab, select the "flooded/discontinuous panel on all floors" option and analyze again.
 
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