How to read Construction Drawings #04. Low level piling mat and CBR test.

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  • Опубликовано: 24 янв 2025

Комментарии • 10

  • @nopysango8752
    @nopysango8752 4 года назад +2

    I love the way u make everything look so easy bro. Thanks.

    • @SITENG
      @SITENG  4 года назад +1

      Thanks Nopy! Happy to have a feedback like this :)

  • @gowthas
    @gowthas 2 года назад +1

    Thanks for the video. In the PBR, you mentioned the mat is to be checked for 330kn/m2. If that's the pressure from the tracks, shouldn't you apply a factor of safety and test up to that pressure? E.g if you use a FoS 2.0, then it should be 2 x 330 = 660kn/m2.
    Also, what is the settlement criteria? Is there an acceptable maximum limit? Thanks

    • @SITENG
      @SITENG  2 года назад

      It probably was with the factor of safety included, although I can't remember now. Results were sent to piling contractor and the client for interpretation and acceptance. We did not have a clear number/limit which could make us sure, as this also depends on the weather conditions - I bet the client wanted to make the final decision taking everything into consideration

  • @babygu100
    @babygu100 4 года назад +1

    Hi Greg !
    Thank you for shareing your knowlodge. I'm a structural engineer from Brazil and i've being following your chanel. Will you show some structural drawings (pile caps, beams, columns) in this serie of videos ?

    • @SITENG
      @SITENG  4 года назад +1

      Hi Gustavo! I will, There will be GA's, sections, rebar drawings. All once we get to these elements :) Next week capping beam and the rest will follow my construction site series.

    • @babygu100
      @babygu100 4 года назад +1

      @@SITENG Ok ! Thank you and happy new year :)

    • @SITENG
      @SITENG  4 года назад

      @@babygu100 Happy new year!!! :)

  • @peterbyrne7267
    @peterbyrne7267 4 года назад +1

    very interesting, keep making these videos

    • @SITENG
      @SITENG  4 года назад

      Thanks Peter, happy you like it :)