Virtual Work (Unit Load Method) or Castigliano's Theorem (Problems) - Structural Analysis 1

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  • เผยแพร่เมื่อ 30 ก.ย. 2024
  • Subject - Structural Analysis 1
    Video Name - Virtual Work (Unit Load Method) or Castigliano's Theorem (Problems)
    Chapter - Deflection of Beams Using Energy Method
    Faculty - Prof. Gyanendra Pal
    Watch the video lecture on Topic Virtual Work (Unit Load Method) or Castigliano's Theorem (Problems) of Subject Structural Analysis 1 by Professor Gyanendra Pal. Watch the Complete lecture on Engineering Academics with Ekeeda.
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ความคิดเห็น • 28

  • @Ekeeda
    @Ekeeda  4 ปีที่แล้ว +1

    Hello Friends
    Watch complete video series of subject Structural Analysis 1 only on Ekeeda Application.
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  • @pankajbhagat8605
    @pankajbhagat8605 5 ปีที่แล้ว +8

    I think the conversion of I from mm^4 to m^4 is wrong it should be (2×10^8)×(10^-12)

  • @suhailshaikh3832
    @suhailshaikh3832 4 ปีที่แล้ว +5

    Please come up with a good teacher for structural analysis

  • @chilldude6612
    @chilldude6612 4 ปีที่แล้ว +1

    Thanks Sir, tomorrow is our exam. This video helped me a lot.
    I really like your Channel, explains every Topic in English only.

    • @Ekeeda
      @Ekeeda  4 ปีที่แล้ว

      Hello
      Thank you for your valuable feedback. Complete video lectures of Structural Analysis 1 is available on Ekeeda Application. Download Ekeeda application to get 1000 Studycoins and use it to access free courses.
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  • @visheshkumar4950
    @visheshkumar4950 4 ปีที่แล้ว +1

    Sir please upload sa2

  • @hemanthkumarkalidindi8580
    @hemanthkumarkalidindi8580 3 ปีที่แล้ว

    Pervious sir explanation was good , I am not satisfied with your explanation 🙏

  • @haryanviengineer244
    @haryanviengineer244 5 ปีที่แล้ว +2

    Good lecture

    • @Ekeeda
      @Ekeeda  5 ปีที่แล้ว

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  • @jothirathnagecharithmadura2776
    @jothirathnagecharithmadura2776 3 ปีที่แล้ว

    you saved my time a lot.nice explanations. Wishes from sri lanka

  • @amitkumarpandey2258
    @amitkumarpandey2258 5 ปีที่แล้ว +1

    Bhai unit load or castigiliaan alag alag hai

  • @Rajkumar-nh1md
    @Rajkumar-nh1md 4 ปีที่แล้ว +1

    Wah re bewakoof

  • @amitkumarpandey2258
    @amitkumarpandey2258 5 ปีที่แล้ว +1

    Bhai unit load or castigiliaan alag alag hai

  • @sudhawar3588
    @sudhawar3588 6 ปีที่แล้ว +1

    Sir please upload one more example.

  • @pandurangshinde8498
    @pandurangshinde8498 4 ปีที่แล้ว

    Sir upload one more video taking
    Point load udl and cupple load also ....plz.......

  • @surajkanasiya9855
    @surajkanasiya9855 5 ปีที่แล้ว +1

    🤣

  • @anirbanmazumder8799
    @anirbanmazumder8799 6 ปีที่แล้ว

    Check for the Integration limits you have applied to the different parts of the frame.

    • @saroco
      @saroco 5 ปีที่แล้ว

      could you please explain me why?

  • @30kartik43
    @30kartik43 5 ปีที่แล้ว

    last tk M n m kya h ye ni bataya..

  • @chandanprasadshah5520
    @chandanprasadshah5520 5 ปีที่แล้ว

    Check the limit of integration

    • @saroco
      @saroco 5 ปีที่แล้ว

      could you please explain me why?

  • @akashsingh-we8hy
    @akashsingh-we8hy 5 ปีที่แล้ว +1

    sir aap apni shakal board k samne mat laya karo apki awaaz kaafi hai samajne k liye.

  • @chandanprasadshah5520
    @chandanprasadshah5520 5 ปีที่แล้ว

    U made mistake do the correction

    • @saroco
      @saroco 5 ปีที่แล้ว

      could you please explain me why?