How to design a reinforced concrete retaining wall - Structural Engineering

How to design a concrete retaining wall.
RC Beam design tutorial - • Structural Concrete Be...
#retainingwalls #geotechnicalengineering #structuralengineering
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Пікірлер: 18

  • @Giorcardo1194
    @Giorcardo11942 жыл бұрын

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

  • @nkosinathintshembeni8162
    @nkosinathintshembeni8162 Жыл бұрын

    you are a life saver

  • @stefanstoichev8108
    @stefanstoichev81082 жыл бұрын

    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 жыл бұрын

    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 жыл бұрын

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

  • @linjames1217
    @linjames12172 жыл бұрын

    Great video

  • @tuandang9243
    @tuandang92432 жыл бұрын

    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.

  • @kvn972
    @kvn9725 ай бұрын

    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?

  • @fatmirbexhdili5711
    @fatmirbexhdili5711Ай бұрын

    Thankuu

  • @jakebillington6817
    @jakebillington68172 жыл бұрын

    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 жыл бұрын

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

  • @stegerseodisa
    @stegerseodisa9 ай бұрын

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

  • @georgesmith6399
    @georgesmith6399 Жыл бұрын

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

  • @EverydayDazz

    @EverydayDazz

    Жыл бұрын

    Maybe one day 😂

  • @atlasflame7790
    @atlasflame77902 ай бұрын

    textbook is right its 2.3

  • @designstudio8013
    @designstudio80132 жыл бұрын

    At the moment we have a moment.

  • @youwilllaugh3136
    @youwilllaugh31362 жыл бұрын

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

  • @LifeMaksimum
    @LifeMaksimum2 жыл бұрын

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