Simple Concrete Shear Wall Design - Structural Engineering

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  • Опубликовано: 7 окт 2024
  • Simple shear wall design that is perfect for early scheme designs checking designs.

    #shearwall #masterseries #reinforcedconcrete
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Комментарии • 14

  • @Harris_Jey
    @Harris_Jey Год назад +5

    Thank you, this is great. I am an Architecture Masters's student and I have a keen interest in understanding the basics of Structural Engineering, I find your videos very helpful.

  • @paddymcginley
    @paddymcginley Год назад +2

    Great content as usual, I wish your channel had been around when I was a student!

  • @colum9675
    @colum9675 Год назад +2

    Time permitting Darren, but might you be able to cover in another video the optimal location for cores and actually modelling them effectively in analysis software? Torsional effects, centroid of system and the implications of this location, to name but a few pointers. Would be much appreciated.👍

  • @westonmeans7321
    @westonmeans7321 Год назад +1

    Awesome Video Dazz. Thanks!

  • @ibrahimjafaru6031
    @ibrahimjafaru6031 Год назад

    Love your teachings,

  • @chernankosam1
    @chernankosam1 11 месяцев назад

    Thanks for a great video. Is there a precedent in the code for designing a shear wall as a column using the strip method? I would have thought that this would need to be designed as a wall as this section of the code would pick up buckling effects and other phenomena specific to walls?
    Perhaps as your example had significant compressive stress it could be designed as a column rather than a wall.

  • @alexmaila952
    @alexmaila952 7 месяцев назад +1

    Good video mate

  • @kisasatijacob8000
    @kisasatijacob8000 11 месяцев назад

    Great video, thank you ❣

  • @ElisarYildiz
    @ElisarYildiz 11 месяцев назад

    Hi Thank you for the explanation. I was wondering how you understood that the walls were not under the tension at @4:44 of the video?

    • @matthias7142
      @matthias7142 6 дней назад

      Sum of bending stress and axiale stress is still positive so no tension

  • @mojo6689
    @mojo6689 Год назад +1

    godsend

  • @orfeaspapaioannou2755
    @orfeaspapaioannou2755 3 месяца назад

    what does the (18+10)/2 implies? There are 4 walls (1,2,3,4) having orientation of their major axis parallel to wind force.

    • @matthias7142
      @matthias7142 6 дней назад

      It is the area of the façade you have to take in to account for wall 3. Like half of the span between wall 2 and 3 and half of the span between wall 3 and 4