Seismosoft | Earthquake Engineering Solutions

hello

I try to make a building of several floors with rigid diaphragms. the problem which i have is that finished to construct my model with wizard I topped up secondary beams what makes that analyses it eigenvalue does not run. please would be possible to explain me how to make this type of frame model with diaphragms or send me an example of model in my address email realmef@hotmail.fr
thank you

Hi,

We are afraid we cannot really understand this query. We have sent you a request for the model in question, but received no answer.

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