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  1. crznintendox

    ETABS Pier Section Designer

    Hi all, I'm working on a retrofit for an existing concrete shear wall building where we're adding new shotcrete shear walls along the exterior of the existing building. I have my model set up where the shell properties reflect the thickness of the new and existing walls combined. For example...
  2. crznintendox

    ETABS Pier Section Designer

    Hi all, I'm working on a retrofit for an existing concrete shear wall building where we're adding new shotcrete shear walls along the exterior of the existing building. I have my model set up where the shell properties reflect the thickness of the new and existing walls combined. For example...
  3. crznintendox

    Were #11 rebar manufactured in only Grade 60 in the early 80's?

    Hi all, I'm looking into an existing concrete shear wall building designed in 1982 for a retrofit. The general notes state that the wall dowels to footings are Grade 40. Looking at the shear wall sections, the majority of them are #11's. My question is, even though the plans specify Grade 40...

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