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  1. 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...
  2. 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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