Relative floor drift high error

G

gencideci

New Member
I solved the system, then I made the ground study entry. When selecting ZD type floor, the relative floor drift, increase system rigidity error started. openings are very small. My file is attached, I am waiting for your comments... If anyone will say add curtain, it is the simplest solution, but such a simple structure should not give this error File link:
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Work.ide10.html
 
Hi My Suggestions: You should not choose Rx=Ry=8, If we choose from the wizard of the program --Single slabs with threads in one direction, (ribbed) --Semi-rigid diaphragm, --Mixed, --Here you should choose curtain system A24. If you don't have curtains, add curtains in both directions or turn to column-beam system. Raise the curtains on the left and right of the building on the 1st basement floor. If there is a soil load, dissolve these curtains as retaining walls. Unver ÖZCAN
 
"unver":25hf35oy" said:
Hi My Suggestions: You should not choose Rx=Ry=8, If we choose from the wizard of the program --Single slabs with threads in one direction, (ribbed) --Semi-rigid diaphragm, --Mixed, --My curtain system here A24 You have no curtains, add curtains in both directions or return to column-beam system. Remove curtains on the left and right of the building on the 1st basement floor. If there is soil load, solve these curtains as retaining walls. I tried what you said Unver ÖZCAN
Click to expand...
but more errors My priority is to solve it by preserving the current system because the architect finished the project and took the printouts. Did you get rid of these errors this way?
 
I did not calculate and correct your project. Such problems arise in buildings like this, even if they have two floors. Since this regulation penalizes the hollow buildings, you have to put large curtains in both directions. Or, as I said earlier, you will return to the column-beam system. Unver ÖZCAN
 
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