Can a solution be made with the assumption of semi-rigid diaphragm?

A

antediluvian35

New Member
Can I solve my project that I shared in the link with the acceptance of semi-rigid diaphragm and by revising the related analysis settings _? The reason why I ask this; When I have a solution with semi-rigid diaphragm assumption, approximately 25% reduction in beam support reinforcements and recovery of faulty beams. How much can I trust? In order for a solution to be made with the assumption of a semi-rigid diaphragm, there must be A2 and A3 type irregularities in the structure. An 8-storey building. Thanks in advance to my colleagues who will help.
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Hello, it is not necessary to have A2 and A3 type irregularities in the project, you can solve any structure as a semi-rigid diaphragm. If you type "semi-rigid diaphragm" and search the forum, there is all kinds of information on the subject. Take it easy Unver ÖZCAN
 
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