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  1. D

    Seismic and Wind on connected building

    Thanks. I work in a special wind region where wind base shear is usually 3~4 times greater than seismic base shear, so the overstrength factor typically does not affect design whatsoever. I knew that toe-nails cannot be used for SDC D or above, but didn't know any other restrictions. I'm also...
  2. D

    Seismic and Wind on connected building

    I am currently working on a remodel for a hotel complex in Colorado. The project contains 3 separate buildings that are connected with a service tunnel. The main building (on the right) is controlled by seismic (seismic design category B), however, the other 2 buildings (the duplex and...

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