Frame Analysis || Shear Force & Bending Moment Diagram

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  • เผยแพร่เมื่อ 19 ม.ค. 2025

ความคิดเห็น • 17

  • @louismeoto2126
    @louismeoto2126 ปีที่แล้ว +1

    Greetings Sir. Please why didn't you put the internal moment for the joint at 5kn. Since there's no pin there I think there should be a moment there.please kindly help me to explain that area. I'm a student engineer.

  • @Jyotikumar-o1n
    @Jyotikumar-o1n 4 ปีที่แล้ว

    Best sir in India

  • @Jyotikumar-o1n
    @Jyotikumar-o1n 4 ปีที่แล้ว

    Incredible sir you are the best sir... thanks for teaching students sir...🙏🏻🙏🏻🙏🏻🙏🏻🙏🏻🙏🏻

  • @AdebayoSamuel-eg4bi
    @AdebayoSamuel-eg4bi 6 หลายเดือนก่อน +1

  • @qasimkhan3528
    @qasimkhan3528 2 ปีที่แล้ว

    Love u sir

  • @kranthikumar9966
    @kranthikumar9966 2 ปีที่แล้ว +1

    In this there is no support B, 5kn and A support will be fixed how to analyse

    • @cadethassan3521
      @cadethassan3521 ปีที่แล้ว

      This is a pin ended rigid frame structure and pin doesn't resist moment while in your case we can't analyse because one beam & one column don't make a frame structure.

  • @midnightson787
    @midnightson787 4 ปีที่แล้ว

    great video, thank you

  • @kranthikumar9966
    @kranthikumar9966 2 ปีที่แล้ว +1

    Hello sir I have a doubt

    • @civilengineering94
      @civilengineering94  2 ปีที่แล้ว

      Yes..

    • @kranthikumar9966
      @kranthikumar9966 2 ปีที่แล้ว

      @@civilengineering94 In this assume there is no support B, 5kn and A support will be fixed how to analyse

  • @angelmusonda7951
    @angelmusonda7951 5 ปีที่แล้ว

    Nice video. Can you also do one with both supports A and B Fixed?

  • @Sandi_D_A
    @Sandi_D_A 4 ปีที่แล้ว +1

    why did you take the moment at point B (ΣMb = 0) and not at point A (ΣMa = 0) which is a roller support ? whereas in another video with a similar portal, you take a moment at a point that has roller support. please see this th-cam.com/video/8zpzKgefNvA/w-d-xo.html

    • @m.abubakrarqam4278
      @m.abubakrarqam4278 2 ปีที่แล้ว +2

      you can take it on any point you want. The only criteria for selecting a reasonable point is to select a point with MAXIMUM forces passing through it. In this way, their moment arm and subsequently, their moment will be zero. In the above example, 3 forces were passing through point B, so it was selected.
      I hope this clears your confusion. Thanks.