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  1. PI31415

    mono-pitch roof loads

    For a simple span rafter with a uniform distributed load, the slope of the rafter will not affect the loading on the beam (assuming adequate shear connection to the ledger) except the dead load will be slightly increased due to a slightly longer rafter. So, to answer your question, for a simple...
  2. PI31415

    SPDWS wood structural panel sheathing requirements

    Thank you so much for your help. The references were very helpful.
  3. PI31415

    SPDWS wood structural panel sheathing requirements

    I appreciate all the feedback. @RWW0002 I read through a lot of the APA resources and they are immensely helpful understanding for Structural I and APA rated plywood. Thank you! @XR250 I also avoid Structural I when possible. That's why I gave the option for APA 24/16 rated sheathing as an...
  4. PI31415

    SPDWS wood structural panel sheathing requirements

    In TABLE 4.3A of the SDPWS (2015 edition), wood structural panels have a higher unit shear capacity than regular plywood siding. However, I am not seeing what constitutes a wood structural panel. APA Structural I or APA rated sheathing stamps are easy enough to read, but I cannot tell if the...

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