Cantilever Beam With a UDL

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  • Опубликовано: 27 окт 2024
  • Cantilever Beam With a UDL
    Watch more Videos at www.tutorialsp...
    Lecture By: Er. Himanshu Vasishta, Tutorials Point India Private Limited

Комментарии • 31

  • @TutorialsPoint_
    @TutorialsPoint_  2 месяца назад +1

    Watch more Videos on Strength of Materials Here: ruclips.net/p/PLWPirh4EWFpHse06JObGNlWpSNpsKGpoC&si=08uZAAPXm-YKtgO3

  • @rajarshigupta1033
    @rajarshigupta1033 4 года назад +16

    SFD is drawn wrong. As joint A will have the upward reaction which will resist the UDL load so you will have the diagram in the +ve direction.

    • @nidhinbabu6471
      @nidhinbabu6471 Год назад

      Thanks bro❤

    • @ashishyadavf
      @ashishyadavf 8 месяцев назад

      Yes bro u right ….how these teachers have audacity to upload videos without proper knowledge

  • @rahulvenkateswaran6699
    @rahulvenkateswaran6699 6 лет назад +17

    SFD should be in positive,? Its just a doubt

  • @soccerhubs1435
    @soccerhubs1435 8 месяцев назад +1

    What happen when we take x from fixed end?

  • @msaiprabhanjankumar1281
    @msaiprabhanjankumar1281 4 года назад +1

    When SF is minimum then BM must be maximum and vice versa right ? So how could both of them be zero at end ?

    • @parag4004
      @parag4004 3 года назад +1

      SF is nothing but slope of BM so if BM=0; SF =0. U confuse with point of contraflexure which is valid only for point loads. But in case of UDL and UVL it is not true.
      Correct me if I am wrong...

    • @tanzinwangchu9888
      @tanzinwangchu9888 3 года назад +1

      The Point where BM is maximum SF must be '0' but this is not valid when there is a presence of concentrated moments on the beam.

  • @mehakgupta7948
    @mehakgupta7948 4 года назад +1

    Sir please tell me..
    The bending moment along the length of a Cantilever beam with uniformly distributed load varies non linearly or linearly??

  • @karannsonik3747
    @karannsonik3747 3 года назад

    For udl, load is 300kg and length is 2800mm then what is bending moment with units ..i am confusion.. please help me

  • @RagaSwaroop
    @RagaSwaroop 4 года назад

    Why we use section for calculation?

  • @MuhammadQasim-bs9fz
    @MuhammadQasim-bs9fz 6 лет назад +1

    sir.........
    there is a problem in S F D

  • @anil_kumar_0.7
    @anil_kumar_0.7 2 года назад

    SFD DIAGRAM WRONG HAY 😂😂😂
    WAAH GURUJI MAAN GAYE 🙇🙇

  • @Alexkip2
    @Alexkip2 2 года назад

    SFD should be positive sir

  • @shreyasskamatagi7971
    @shreyasskamatagi7971 3 года назад

    dont draw shear force below bending moment misleading>>>>>>>>>>>>>>>>>

  • @gojo1412
    @gojo1412 2 года назад +1

    Wrong SFD

  • @kwalicks
    @kwalicks 4 года назад +1

    Sir galat padha diye☝️🤗

  • @satpalpoonia9203
    @satpalpoonia9203 3 года назад +1

    Tuje SFD banana hi nhi aata kya smjha rha h

  • @himangsubora6963
    @himangsubora6963 11 месяцев назад

    SF +

  • @ANilChoUdhaRy-qp9rt
    @ANilChoUdhaRy-qp9rt 3 года назад

    Galat h SF dia..

  • @vijaysawant3891
    @vijaysawant3891 5 лет назад

    Galat hai ye

  • @hingesaikiran1577
    @hingesaikiran1577 3 года назад

    🙄🙄🙄