Tutorial_6 : Seismic Design of Horizontal and Vertical Cantilevers as per IS 1893 (Part I) : 2016.

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  • เผยแพร่เมื่อ 5 มี.ค. 2021
  • Seismic loading for vertical and horizontal cantilevers has been discussed.

ความคิดเห็น • 16

  • @azmat_waseem
    @azmat_waseem ปีที่แล้ว +1

    Very Informative... Thank you....

  • @ankurbaghel3658
    @ankurbaghel3658 10 หลายเดือนก่อน

    very clear and easy way. Thanks alot sir

  • @sheikhmutahar6180
    @sheikhmutahar6180 3 ปีที่แล้ว +1

    I congratulate you for starting such a beautiful series on building design and understanding its behavior. Kudos to you for taking such initiative when it is of dire need. Thank you.

  • @deep746
    @deep746 3 ปีที่แล้ว +1

    Now this is the very good lecture series on Earthquake code implementation building structures. From first lecture, every time improving voice and presentation quality. Now its perfectly audible with less echos and very clear screen visibility. Thanks you very much.

    • @dr.manmohanmaniyar6985
      @dr.manmohanmaniyar6985  3 ปีที่แล้ว

      Yeah, best way is to start working and sharing content, hopefully useful... Presentation will go on improving... Thanks for your interest.

  • @arunsingh83
    @arunsingh83 9 หลายเดือนก่อน

    Sir please provide your guidence how to calculate shear reinforcement in steel column base plate pedastal to avoid shear failure ..as well as tension failure...

  • @dr.manmohanmaniyar6985
    @dr.manmohanmaniyar6985  2 ปีที่แล้ว

    Dear All,
    I am pleased to announce the course as mentioned in tutorial 10. The course will cover all the topics mentioned in the video through a series of lectures. Live lectures will be delivered every Saturday for 1 hour between 5:00 pm to 6:00 pm ( 10 lectures). Video link of recorded training will also be shared in next 2-3 days after the lectures. Q&A session will be conducted in the 10th lecture. A certificate will be issued on completion of the course. Fees for this cource will be INR 20000/-. +3600/- GST. ( Total fees INR 23600/-) Fees to be deposited in advance in bank account as mentioned below :
    Manmohan Maniyar
    ICICI current bank account No. 001905004904
    IFSC Code ICIC0000019
    Please email details of bank transfer to man.maniyar@gmail.com
    First lecture will start on 11 September 2021.

  • @czarab22
    @czarab22 2 ปีที่แล้ว +1

    Sir, please give details about Load Combinations which you defined and how the 5 times Av was applied in the model.

  • @sagargurav19
    @sagargurav19 ปีที่แล้ว

    Earlier lec ?

  • @tmgbbek
    @tmgbbek 3 ปีที่แล้ว +1

    Sir, can you please tell me, how the value 0.4 come in the user defined function of vertical accleration. Thank you

    • @dr.manmohanmaniyar6985
      @dr.manmohanmaniyar6985  3 ปีที่แล้ว +1

      2/3 * 2.5 * 0.24 = 0.4

    • @tmgbbek
      @tmgbbek 3 ปีที่แล้ว

      @@dr.manmohanmaniyar6985 thank you sir, it would be great if you share knowledge regarding design of steel structure as well. I am very happy that i found your channel.

    • @tmgbbek
      @tmgbbek 3 ปีที่แล้ว +1

      In conlusion, if i am not wrong, while defining user defined function, we have to consider effect of "z" also, but why are we not considering values R, I

    • @dr.manmohanmaniyar6985
      @dr.manmohanmaniyar6985  3 ปีที่แล้ว +1

      @@tmgbbek Please listen video for scaling applied in response spectrum case. I / 2R is considered in that. In that video, it is clearly mentioned.

    • @tmgbbek
      @tmgbbek 3 ปีที่แล้ว

      @@dr.manmohanmaniyar6985 thank you so much sir, really means a lot