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  • Lateral displacemente of semirigid diaphragm

    Hi, I'm trying to verify the drift of a one-story ware house with tilt-up concrete panels and steel deck roof. I followed all the information that I found on the forum, but I still have a few questions: First I calculated the properties and displacement…

  • RE: Story Drift Results Interpretation

    I'm not sure what program you are using or what kind of output, so I'll try to answer in general terms. For any finite element analysis application that uses a rigid diaphragm assumption, the horizontal displacement of the diaphragm can be given at…
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