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  1. eaglesal

    NDS help (im confused) with simple post and beam bolts

    THANKS for your answers. Using Z main perp. makes sense. The Z parallel numbers, is that using both members in parallel loading which I dont have? So using Z main perp I get 1550 per 3/4" bolt. What if my Z side perp was less than that number? (they are both 1550) Would I design with that...
  2. eaglesal

    NDS help (im confused) with simple post and beam bolts

    Sorry in advance, this is remedial stuff: I'm trying to size bolts for a porch. 8" round posts are 10' on center and resting on top of that post is a 4"X12" beam notched into the top. The notch is cut out of the top of the post as to create a saddle condition for the beam to sit in. Top...

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