Tutorial_7 : Seismic Load Combinations for RC Shear Wall Tower as per Indian Seismic Code.

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  • เผยแพร่เมื่อ 12 มี.ค. 2021
  • Seismic load combination as per IS 1893 (Part I) : 2016. Orhogonal, Non orthogonal, 2 Dimensional, 3 Dimensional......

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  • @azmat_waseem
    @azmat_waseem ปีที่แล้ว +1

    Very informative... Thank you...

  • @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.

  • @civilvimalpatel5831
    @civilvimalpatel5831 3 ปีที่แล้ว +3

    Very informative and knowledgable series....looking forward for videos on wind loads specially gust method

  • @krutagnpatel293
    @krutagnpatel293 ปีที่แล้ว

    Please prepare a video on How to apply temperature stresses in buildings

  • @MrAdilmalik09
    @MrAdilmalik09 ปีที่แล้ว +1

    Sir can you please through some light on cl. 7.10 of IS 1893:2002 and how can we apply this clause in our etabs model.

  • @FahimKhan-xv4vb
    @FahimKhan-xv4vb 3 ปีที่แล้ว +2

    Very informative

  • @maheshN134
    @maheshN134 3 ปีที่แล้ว +1

    Appreciated sir... Great work

  • @salmanlaakhani1773
    @salmanlaakhani1773 3 ปีที่แล้ว +1

    Nice Sir

  • @mansoorAli-pp9do
    @mansoorAli-pp9do 3 ปีที่แล้ว +1

    Qn: if we have walls are in orthogonal direction, also becs of cantilever and zone iv m applying vertical EQz, which combination i have to use?
    1 . EQx+ 0.3 EQz
    Or
    2. EQx +0.3 EQy+ 0.3 EQz
    Sir Please guide.