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  1. kurichan

    Seismic Overstrength design

    Thanks for all of the replies! This discussion helps a lot (sorry I am a little late replying myself). For some reference I am also in a Seismic Design Category D area. I talked to one of my professors who specializes in seismic design about this a bit. We came to a similar conclusion to...
  2. kurichan

    Seismic Overstrength design

    Hey all! I have been following Eng tips for a while but never actually posted, but I have a few questions I have been kind of stewing over and want to hear some of your thoughts (Sorry it is a bit long, I just want to be sure my reasoning is correct). As I have taken classes in Seismic design...

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