Beam Analysis using Stiffness Method- ( The simplest explanation)

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  • Опубликовано: 18 сен 2024

Комментарии • 12

  • @nhantran6992
    @nhantran6992 11 месяцев назад +4

    thanks a lot, this is the best online explanation ive been looking for

    • @dailymahbub
      @dailymahbub  11 месяцев назад

      Happy to hear you😍.

  • @asmawiyati2442
    @asmawiyati2442 Год назад

    Thank for this information,

  • @amrounesalah8706
    @amrounesalah8706 Год назад

    Good video. thanks from Algeria.

  • @clintcallender9502
    @clintcallender9502 11 месяцев назад

    Why consider 5 a displacement ?

  • @hizjhn8911
    @hizjhn8911 9 месяцев назад

    5:06 Is there a mistake? Why it is WL^2/12 but not WL^2/2

  • @clintcallender9502
    @clintcallender9502 11 месяцев назад

    Does it matter how you label the local coordinates? As in not putting the lowest numbers for the supports with modt DOF?

    • @dailymahbub
      @dailymahbub  11 месяцев назад +1

      It's matter on Local Coordinates.

    • @clintcallender9502
      @clintcallender9502 11 месяцев назад

      @@dailymahbub with regards to putting the lowest degree of freedom for the smaller numbers?

  • @clintcallender9502
    @clintcallender9502 11 месяцев назад

    And stupid question but how is q5 not equal to 0?