How to design a reinforced concrete retaining wall - Structural Engineering

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  • เผยแพร่เมื่อ 24 ก.ค. 2024
  • How to design a concrete retaining wall.
    RC Beam design tutorial - • Structural Concrete Be...
    #retainingwalls #geotechnicalengineering #structuralengineering
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ความคิดเห็น • 18

  • @Giorcardo1194
    @Giorcardo1194 2 ปีที่แล้ว +4

    Super easy to follow! Great video. I appreciate it.

  • @nkosinathintshembeni8162
    @nkosinathintshembeni8162 ปีที่แล้ว +1

    you are a life saver

  • @linjames1217
    @linjames1217 2 ปีที่แล้ว

    Great video

  • @stefanstoichev8108
    @stefanstoichev8108 2 ปีที่แล้ว +3

    Pretty good work man. You explaind it pretty well and took some conservative assumptions, which is always on the safe side. I just want to say, you forgot the shear checks. Never forget that shear, is a fragile mechanism and should be not neglected!

    • @EverydayDazz
      @EverydayDazz  2 ปีที่แล้ว

      The textbook forgot the shear check 😛 but yes do remember to check shear however in my experience, shear is hardly ever critical and retaining wall design is governed by bending and deflection.

    • @stefanstoichev8108
      @stefanstoichev8108 2 ปีที่แล้ว +1

      @@EverydayDazz I agree, but you have to be sure :)

  • @tuandang9243
    @tuandang9243 2 ปีที่แล้ว

    Regarding the passive resisting force against the heel beam @4:30 why isn't the formula [Hp=Yf x 0.5KpPg(aH)]? - 'aH' as opposed to 'a2' . Why isn't the fill above the base slab being taken into account? Wouldn't the fill above be placing pressure on the soil at the heel beam level via the base slab? or is the pressure from the fill above not being transferred through the base slab? Genuine question.

  • @fatmirbexhdili5711
    @fatmirbexhdili5711 หลายเดือนก่อน

    Thankuu

  • @jakebillington6817
    @jakebillington6817 2 ปีที่แล้ว

    Thank you for the upload. Do you stick with Eurocodes predominantly or do you ever use British standards? What would you recommend for upcoming engineers to use?

    • @EverydayDazz
      @EverydayDazz  2 ปีที่แล้ว +1

      I tend to stick to euro codes. Sometimes dip into British standards for masonry.

  • @kvn972
    @kvn972 5 หลายเดือนก่อน

    What is the allowable ground pressure for this problem? If the permissible pressure is 100 kN/m2, then it is necessary to increase the area of the base?

  • @georgesmith6399
    @georgesmith6399 ปีที่แล้ว

    Hi Darren, any plans to do a tutorial for a basement wall design?

  • @stegerseodisa
    @stegerseodisa 9 หลายเดือนก่อน

    Why do I get a moment of 82,6kNm for a force of 165,1kN not 99,1kNm as per text book @6:10?

  • @atlasflame7790
    @atlasflame7790 3 หลายเดือนก่อน

    textbook is right its 2.3

  • @designstudio8013
    @designstudio8013 2 ปีที่แล้ว

    At the moment we have a moment.

  • @youwilllaugh3136
    @youwilllaugh3136 2 ปีที่แล้ว

    You're not introducing friction between the wall and the actif passive forces

  • @LifeMaksimum
    @LifeMaksimum 2 ปีที่แล้ว +1

    another great video, I am trying to contact you via email