Lecture 6 - Design of Beam, Column and Shear Wall in ETABS (Part 2) - Lectures based on NBC 105:2020

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  • Опубликовано: 11 дек 2024

Комментарии • 10

  • @inquisitiveengineer1993
    @inquisitiveengineer1993  3 года назад +2

    At 18:04, I have made a mistake! Please suppose that we are using 16 mm dia rebar since area of 16 mm dia rebar = 201 mm^2, not for 20 mm dia rebar!

  • @sabinacharya1909
    @sabinacharya1909 Год назад

    I think in the base of the shear wall the rebar comes about 25000 or more but you have considered in video the upper one,It's ok for to show design process. But, in actual how to manage such huge reinforcement demand, after applying boundry element process also the accomodation of this demand is impracticle.Would you have any suggestion for this?

  • @binayaksamanta863
    @binayaksamanta863 Год назад

    What is bottom reinforcement in shear wall ??

  • @alishapradhan9602
    @alishapradhan9602 3 года назад

    Hello,
    Thank you for this informative video. Could you please make a video on how to pass overstressed shear walls?

    • @Er_sanjay_blogs
      @Er_sanjay_blogs Месяц назад

      no other option except

    • @Er_sanjay_blogs
      @Er_sanjay_blogs Месяц назад

      1) increase shear wall length/width 2) grade of concrete 3) rebar dia and spacing

  • @Structure0156
    @Structure0156 Год назад

    What is current reinforcement ratio.... Anyone can help me to know about it?

  • @sudinshrestha9089
    @sudinshrestha9089 3 года назад

    Good video sir.. sir in my design of building im getting rotation in 2 and 3 modes.how can i correct it.?

    • @sthsaroz
      @sthsaroz 3 года назад

      You need to increase the stiffness of your building by either implementing a shear wall or increasing the size of the frame.

  • @alishapradhan9602
    @alishapradhan9602 3 года назад

    Hello,
    Thank you for this informative video. Could you please make a video on how to pass overstressed shear walls?