14 - Adv. RC Design Lectures - Bond and Anchorage

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  • เผยแพร่เมื่อ 6 ส.ค. 2020
  • This is a video lecture for Advanced Reinforced Concrete Design focused on bond, anchorage, and development length of reinforcement. This lecture includes discussion on straight bar development lengths, hooked bar development lengths, and splice lengths with several examples using ACI 318-19.

ความคิดเห็น • 13

  • @amitsarpanch
    @amitsarpanch 4 ปีที่แล้ว +2

    Sir , You have no idea to how much good you are doing to the structural engineers like me.

  • @civilengineershub6250
    @civilengineershub6250 ปีที่แล้ว

    Keeping uploading such informative videos

  • @alit250
    @alit250 4 ปีที่แล้ว

    Hello Prof. Garber. I was looking through your videos and playlists but couldn't find any videos on design of foundations and retaining walls. Just want to confirm there isn't any. Thanks for making all the videos. Really appreciated.

    • @davidgarber1664
      @davidgarber1664  4 ปีที่แล้ว +1

      Hi Ally. You are correct; I do not have any videos on foundations or retaining walls right now.

    • @alit250
      @alit250 4 ปีที่แล้ว

      @@davidgarber1664 Thank you for the reply and thanks ince again for the rest of the videos. :)

  • @TA3A.YAWARD
    @TA3A.YAWARD หลายเดือนก่อน

    why there is no one talking about the compression anchorage and why we need it?

  • @amitsarpanch
    @amitsarpanch 4 ปีที่แล้ว

    could you please do a comprehensive lecture on anchoring to concrete which is in chapter 17 of ACI 318

  • @fun_of_sara
    @fun_of_sara 3 ปีที่แล้ว

    Dear Mr. David
    Good day. Could you please add one lecture on bundle bar lapping length. It will be a great help.

  • @ing.erickosorio2887
    @ing.erickosorio2887 3 ปีที่แล้ว

    Hi professor Garber, I have a doubt in regards to your Psi location factor for the hook development length, in this case you say is 0.7 when does fulfill the criteria, and 1 when it doesn't. I've read from ACI 318-19 that it should be 1 when it does fulfill the criteria and 1.6 when it doesn't, so I'm a little confused.

  • @usamazaidmarwat6169
    @usamazaidmarwat6169 4 ปีที่แล้ว

    Sir please share these lectures with us in Pdf Or Ppt format.. i will be very thankful to you... Thanks for these lectures btw

  • @ahmadzamanifar4987
    @ahmadzamanifar4987 3 ปีที่แล้ว

    You know better than me that ACI-318-2019 says that we should amplify shear force for designing special shear walls.
    In the commentary, ACI-318 mentions to NZS 3101 code too.
    NZS-3101 and EUROCODE say for such an approach the PHI=(strength reduction factor )
    is equal to 1 .... phi=1 instead of 0.75 or 0.60
    Why is it different in the two codes?
    I send some document photos-(forgive me).
    and please guide me.
    thanks before.

  • @navidsiahpolo6372
    @navidsiahpolo6372 8 หลายเดือนก่อน

    Perfect

  • @nhatchuong9999
    @nhatchuong9999 4 ปีที่แล้ว

    Could you please upload the slide also ?