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Recent content by jims3251

  1. jims3251

    Wind Loads on Open Structures

    "SplitRings" post is getting to the heart of the matter. Thanks. I think the real problem lies in the fact that the code does not address these issues using a complete logic path. It has based this section on limited physical modeling studies and not filled in the blanks for us until such time...
  2. jims3251

    Wind Loads on Open Structures

    If my structure does not meet the design criteria for an open structure or that of a partially enclosed structure am I therefore by definition an enclosed structure? I am designing a simple gable canopy with a 14" eave. The sides of the canopy are open with the exception of the top 3 feet which...
  3. jims3251

    Walls in rigid diaphragm with mezzanine

    I am evaluating a single story reinforced concrete structure with a mezzanine. For the sake of discussion assume a rectangular building with the mezzanine running the full length along the back (long wall). When developing the rigidities for the walls supporting the roof are the front walls...

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