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  • BRAB AND WRI METHOD - 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) | 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
  • Post-Tensioned Slab-On-Grade | Eng-Tips
    On the PT slabs I have designed I have used BRAB method to obtain beam depth and reinforcement and converted it to required PT tendon Final designs have consisted of a tendon at the top and bottom of beams and at 3'-5' on center each way in the slab, with conventional reinforcing at corners and anywhere else it that might needed to provide
  • BRAB slab using air entrained vs. non-air entrained | Eng-Tips
    If you have a BRAB slab on grade design that is poured monolithically with some of the grade beam exposed on the exterior and the slab exposed on the interior, do you use air-entrained concrete or not? My thought is not to because patching an exterior spall is less of a problem than
  • 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
  • Best choice between residential foundation designs? | Eng-Tips
    Some of the soil values are as follows, Clays with a PI of 32 to 41 to depth of 29 ft BRAB deign values are: climatic rating- 21 Effective PI -35 support index,c 0 81 If an option for all types are given and a designer perfers the last choice of the geotech is this my "best" choice based on performance or just price?
  • Slab on grade design | Eng-Tips
    In the load calculation, we need to consider all distributed and point loads Based on that avergae load, we design slab and beams If there are any point loads acting between the beams, do we need to design square footings for those conditions I couldn't find about this in BRAB report or WRI report Can somebody help on this issue Thanks
  • Compression Flange Bracing | Eng-Tips
    Lateral bracing of the compression flange is bracing designed to resist forces from buckling of the compression flange and provide stiffness to prevent translation and rotation Laterally supported steel beams are those which have continuous bracing, such as from a slab, so that lateral instability of the compression flange is not a design issue
  • What Constitutes Beam Bracing | Eng-Tips
    I know this might be a simple question for some, but it is always a question I have had a mental block with… and now I am being forced to think outside the box with regards to some of my building designs So the question is what constitutes bracing a beam, in particular to Lateral Torsional
  • cwalsht | Eng-Tips
    Good morning Geo-Gents, I would like to download and install cwalsht Anyone knows hot to download it? I have been trying to find it in the USACE website, but it is nowhere to be found Thanks and have a great Friday! Francisco A





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