Application of dynamic earthquake in Etabs using IS 1893:2016 | Aspire civil studio

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  • เผยแพร่เมื่อ 6 ส.ค. 2021
  • Hello there ,
    In this video you'll learn about the application of dynamic earthquake load in CSI Etabs using IS 1893:2016 (Part-1). CSI Etabs is amazing tool for modeling ,analysis & design of super-structure . Where IS 1893:2016 (Part-1) is indian code used application of earthquake load . So enjoy this video till the end and hope you'll get to learn something new.
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ความคิดเห็น • 12

  • @user-fx1wv3jw5x
    @user-fx1wv3jw5x 4 หลายเดือนก่อน

    👍

  • @azmat_waseem
    @azmat_waseem 2 ปีที่แล้ว +1

    Very Informative... Thanks...

  • @aniime_naveen
    @aniime_naveen 3 ปีที่แล้ว

    👌

  • @aspirecivilstudio2516
    @aspirecivilstudio2516  2 ปีที่แล้ว

    ♦ Learn Etabs from basic to advance just at 𝟓𝟎𝟎 🅸🅽🆁
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  • @sachinbg3348
    @sachinbg3348 2 ปีที่แล้ว +1

    Hello,
    I am looking for changing the column numbers nad joint numbers is there any possibility?

    • @aspirecivilstudio2516
      @aspirecivilstudio2516  2 ปีที่แล้ว +1

      You can't change column ID and Joint nos in etabs.
      Those are auto generated labels which you can't change.

    • @sachinbg3348
      @sachinbg3348 2 ปีที่แล้ว

      @@aspirecivilstudio2516 how about unique names or any labels to make our detailing in a ordered way

  • @dilipngangom4198
    @dilipngangom4198 2 ปีที่แล้ว

    When will you publish the application of dynamic analysis in the vertical direction? Still waiting.

  • @azmat_waseem
    @azmat_waseem 2 ปีที่แล้ว +1

    Brother, What about MASS SOURCE. When, How, Why & Where to assign??? Thanks...

    • @aspirecivilstudio2516
      @aspirecivilstudio2516  2 ปีที่แล้ว +1

      Mass source is seismic weight of structure in which we consider 100% of dead load and 25% or 50% of live load as per table no 10 of IS 1893.
      To assign a mass source you can go to define and there you'll find mass source .

    • @azmat_waseem
      @azmat_waseem 2 ปีที่แล้ว +1

      @@aspirecivilstudio2516 Thanks...