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  • Users: COEngr
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  1. COEngr

    Multi-story wood shearwalls - how to model deflection/drift?

    All, My firm is getting into the delightful realm of multi-story wood construction and we are trying to get an understanding for how to accurately calculate drift in the wall so we can demonstrate compliance with ASCE 7-10 12.12. Most examples I've seen only address single story structures. We...
  2. COEngr

    ASCE 41-13 Evaluation of Unreinforced Masonry Building (URM)

    I'm currently doing some work for the owner of an Unreinforced Masonry (URM) building located in Portland, OR. Running through the Tier 1 checks (similar to the Tier 1 checks of the ASCE 31-03 previously), the building has several deficiencies as expected including In-Plane and Out-of-Plane...

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