Dilated Structure Solution

M

Muhpen

New Member
Hello, when I solve a dilated structure in a single data, I get a weak floor warning. When I solve a dilated structure in separate data, there is no weak floor warning. When I analyze the weak floor section of the earthquake code general report of the solution I made with one data, the column area appears 9.14. what would be the reason? Are the columns of the other diaphragm also included?
 
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I defined fictitious tiling in the other block in case the columns in the other block are included in the column area. thus, a separate diaphragm was formed in that block as well and the weak floor error was eliminated.
 
Hello, In the sports hall and administrative building project, there are two different rigid diaphragm formations on the ground floor, and there is no rigid diaphragm formation in the section above the 4 axis on the 1st floor. Therefore, all columns in this floor are included in the RD1 effective shear area. You can edit the 1st floor "+Aw" and "Ak" columns in the Floor parameters/Irregularities tab as in the attached picture. Good work
 
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