Increase system rigidity with high relative floor drift message

T

tgcsn

New Member
Hello, 1- I am facing the problem of system stiffness with high relative floor drift in my project. 2- I have a console floor, it appears as a lack of reinforcement. Even though I changed the reinforcement and wiped the tile and discarded it again, it did not improve. Since the D315 slab, for example, in the middle of the 3-cassette slab typical beam correction, coincides with both the left and right slabs, it cannot match on one side in typical beams, what should I do? 4- Since I have entered the walls with the command, the wall unit weight for Ak account should not be marked in the analysis settings section, right? As a result of 5-analysis, my first mode is around 1.7 and torsion appears. That's high for the building. what can I do?
 
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