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Recent content by barret504

  1. barret504

    Single Wythe Brick Fence

    Has anyone designed a single wythe brick fence. I've been asked to design an 8 feet tall single wythe brick fence with pilasters at 13' oc? I don't think the brick and it's reinforcing is capable of withstanding the wind load (110 mph) as a cantilever wall, and to transfer the load into the...
  2. barret504

    PE signed test results

    If a test in a lab is run is it valid if it is NOT signed by a Professional Engineer? For instance if a lab runs ASTM E1886 / E1996 for windows exposed to high winds and impact protective systems, can they justify an answer without a PE?
  3. barret504

    PT Slab on Grade, Grade Beam Horizontal Joint

    Yes, using the center-lift moments I'm calculating #5 hairpins at 5" oc.
  4. barret504

    PT Slab on Grade, Grade Beam Horizontal Joint

    Slab is a typical waffle PT slab on grade. Does anyone know about the forces in the grade beams if a horizontal joint is installed? As in pouring the grade beams first with draped cables then the 4" PT slab on top. Leaving 8" at perimeter for slab cable installation. I am concerned about the...
  5. barret504

    Post-Frame Building Design

    Is there anywhere on line I can find information on post-frame buildings (pole barns) utilizing metal panels for roof diaphragm and shearwalls? The rest of the structure is typical wood post-frame construction.

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