SLOPE AND DEFLECTION IN A CANTILEVER BEAM BY CONJUGATE BEAM METHOD | POINT LOAD | VARYING SECTION

Поделиться
HTML-код
  • Опубликовано: 22 дек 2024

Комментарии • 9

  • @CivilSAC
    @CivilSAC  3 года назад +4

    Subscribe to our channel for more useful tutorials!

  • @mohammedadil1446
    @mohammedadil1446 2 года назад +3

    update Your mic sir.., voice is troubling

  • @capone9905
    @capone9905 Год назад +1

    Will you get the same answer when you find bending moment at A?

    • @CivilSAC
      @CivilSAC  Год назад +1

      You should get the same answers.

  • @vedanshgarg7938
    @vedanshgarg7938 Год назад

    10:34

  • @OBmusic_
    @OBmusic_ 2 года назад +1

    Deflection at B in real beam = B.M at B in C.B why this formula 100+(2(200)/ 100 +200 (2/3} you should have explained before you continuer @CivilSAC

    • @CivilSAC
      @CivilSAC  2 года назад +1

      This is due to some error in editing.
      The deflections at B = bM at B in CB = Area of trapezoid X Distance of CG of trapezoid from B.
      I hope you find this helpful.

  • @michaelmohammadkazemi1638
    @michaelmohammadkazemi1638 Год назад +1

    I think the answer is wrong! I tried verifying it with Comsol.

    • @CivilSAC
      @CivilSAC  Год назад

      All the numerical problems are verified and the answers are correct, You can try to solve in StaadPro or ETABS.