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  • BRAB AND WRI METHOD - Foundation engineering | Eng-Tips
    The soil report recommended Wire Reinforcement Institute Method (WRI) and or Building Research and Advisory Board Method (BRAB)method I designed the waffle type foundation using finite element method but I would like to check the result based on the method I mentioned above I would like ask any information about these methods thank you very much
  • Slab on ground foundation design (WRI methodology) 1 - Eng-Tips
    The code in my build area is IBC 2012, which further references WRI Slab on Ground Foundation Design for calculating moments shear etc I have been studying WRI, along with the BRAB #33 report that WRI was based from, for some time now It is fairly straight forward, with one exception That being in the design example shown in Appendix B of WRI
  • BRAB slab using air entrained vs. non-air entrained 2 - Eng-Tips
    The 1968 Building Research Advisory Board (BRAB) "Report No 33" was prepared by the National Research Council (not sure who that is) for the U S Federal Housing Administration (FHA) My understanding is that it was groundbreaking because it led to the widespread acceptance of the residential "California Slab" (thickened perimeter slab) and
  • Building Research Advisory Board Slab-On-Grade Foundation . . . - Eng-Tips
    The options are a Post-Tension Slab-On-Grade and the other is the Building Research Advisory Board (BRAB) procedure outlined in their report Typically for PEMB structures, I would use a slab-on-grade with grade beams and drilled piers at the columns
  • Design of Residential Slab-on-Ground Foundation without soil report . . .
    So BRAB, WRI, PTI, ASCE etc etc all say that a geotechnical report is not optional I have felt the same pressure that I assume you are getting to proceed without a report In those situations, I have drafted up a letter to the owner which essentially states that they are waiving the geotechnical report and in effect taking upon the risk that





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