Cut safety problem on curtains

[melihb]

In U-shaped curtains designed for elevators, I encounter the problem of shear safety in the 1st, 2nd basement and the ground, and it says that the reinforcement is insufficient even though I use 16-gauge reinforcement in some floors. In my previous projects, I was putting two curtains on each other and I did not encounter this problem. Even if I raise it, it throws 16 iron at intervals of 5 and 6 yellows. A bit of an exaggerated result came to me. I'm entering the wrong data somewhere, I would appreciate it if you could help. the file is attached

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[Levent Özpak]

Hello, The reason why the bending reinforcements on the walls are so high in your project is that they are under the axial tension effect... Other determinations and suggestions; -one. It seems that there is no perimeter curtain on the basement floor. Therefore, it would be appropriate to remove the signs of Rijitx and Rijity in front of the 1st basement floor in the General Settings of the Floor. Unchecking the -Apply TDY 2007 ductile materials to rigid basement- line in the -Analysis Settings/ TDY Options Tab can be evaluated. -I think that the number of vertical carrier elements in the building is low. -For the solution of the cutting problem on the curtains; Dimensions of other elements can be increased, new columns and walls can be added to the system, concrete class can be increased, etc. in a way that will reduce the effects on the curtains. Good work