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  • Users: KLF
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  1. KLF

    Offset Masonry Wall Connection Detail

    I have a 10" Concrete Masonry Unit wall which will eventually reach 75' height. This wall is placed between two buildings which are to be constructed within one or two months of each other. Initially I had designed this wall to be laterally connected to Building 'A' where the steel column...
  2. KLF

    PCA Strength Design of Anchorage to Concrete

    I'm using the PCA document "Strength Design of Anchorage to Concrete" EB080.01, 1999 to investigate capacity of embedded DECO adjustable anchor bolts (2" dia). I calculate a pullout capacity, phi x Nn, which does not exceed ultimate force value, Nu from ACI-318. I then want to...

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