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Recent content by JoshComfort

  1. JoshComfort

    exterior masonry wall

    Sorry about the multiple posts... The tables I use are in NCMA TEK 14-19A and a #5 @ 24" would only work with the 1/3 increase, which isn't permitted when using the Basic Load Combinations in the 2006 IBC. One last thought is that you may be able to get #5 @ 24" to work using Strength Design.
  2. JoshComfort

    exterior masonry wall

    JAE - is your program allowing a 1/3 stress increase?
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