SOLVING DIAPHRAGM WARNING IN ETABS AND ASSINGING DIAPHRAGM RIGHT WAY

[@qlearnify-en]

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soce-ac.com/civil-engineering-excel-sheets-documents/
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Engr Hedaetullah
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Civil Engineers Training Academy- CETA
School of Civil Engineering- SOCE
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[@mushtakkhaleel1093]

Thanks Bro, you help me ;) great Job

[@qlearnify-en]

Glad to hear that

[@fullscale58]

Error in recovering centre of rigidity response.
Error in calculating diagram centre of rigity. Can't read centre of rigidity response.

[@mostafaelhady7573]

THX

[@vladimir9053]

Gracias broooo

[@qlearnify-en]

Thank you

[@mohamedkassem77]

THANKS

[@qlearnify-en]

Welcome

[@mmrm250]

So what was the issue? Why didn't it accept the first defined diaphragm

[@qlearnify-en]

first one seclect join from different level.

[@Th3VirtualGam3r]

The first time, the diaphragm also selected the staircase Mid landing, which resulted in error as mid landing is at different level than the rest of the slab

[@II_Ashraf_II]

THAAAAAAAAAAAAAAANKS ❤💚❤