level difference on the floor

I

isbandam

New Member
Hello. Due to some requirements, I was asked to solve the attached building without dilatation, and I could not find a solution by opening floors in the building due to the elevation differences (can it be solved by opening floors?). I would like you to examine whether there is a deficiency in the attached project in terms of data entry and the operating logic of the program. Also, how do we check whether horizontal loads are applied to 2 different diaphragms on the ground floor. The purpose of use is the parking lot and the installations have not been done yet.
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Hello, There is no problem in your project in terms of data entry. The block on the right of the 8 axis on the ground floor can also be modeled as a separate floor. Horizontal loads acting on rigid diaphragms can be seen in the Analysis / Floor parameters dialog and in the Floor Forces report. Good work
 
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