About the rigid diaphragm

bha

New Member
good day ideYapı I have a few questions 1-After creating the project, the program detects two rigid diaphragms on each floor, I continue with the option to continue according to a single diaphragm. Does this affect the analysis results and how can I fix them 2-I cannot ensure the shear safety on some curtains other than increasing the wall thickness? what do you recommend file:
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good work
 
The RD error is caused by the tiles you have created. I just deleted and recreated the tiles on the 4th floor. No RD error about the 4th floor. Check the geometry, correct the errors, and delete the lines you have drawn for the static floor space and contour on all floors. Edit the end distances of the reinforcement axles on your floors. your problem is solved.
 
"bha":1gfnup8q" said:
good day idestruct I will have a few questions 1-After creating the project, the program detects two rigid diaphragms on each floor, I continue with the option to continue according to a single diaphragm. Does this affect the analysis results and how can I fix it 2 -I can't provide cutting security on some curtains, what would you recommend other than increasing the curtain thickness file:
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good work
Hello, [**The reason for the detection of two separate rigid diaphragms in the project is due to the faulty formation of the floors. In the examination made on the 2nd basement floor, the following situations were detected; -K7 beam does not connect to S9 column. D10 flooring is problematic -It is appropriate to form the slab edge of the gap in the D68 slab -The slab edge should be used in the gap in the D7 slab and this place should be created as two separate slabs -K54 beam is not connected to the P8 curtain, so the slab formation there is. -The gap from the D22 slab must be created with the slab edge -The slab formation is incorrect because the upper slab edge of the D29 slab is not connected to the column -The left slab edge of the D69 slab is not connected to S48. There are similar situations on other floors. **Also, it would be appropriate to take the upper rigid basement floor number of -3 in the Analysis Settings of the project. Your shearing problem on the curtains can be fixed by getting the upper r3jit basement floor number -3. Good work
 
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