Beam Analysis using Stiffness Method- ( The simplest explanation)

Пікірлер: 12

  • @nhantran6992
    @nhantran69929 ай бұрын

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

  • @dailymahbub

    @dailymahbub

    9 ай бұрын

    Happy to hear you😍.

  • @amrounesalah8706
    @amrounesalah8706 Жыл бұрын

    Good video. thanks from Algeria.

  • @dailymahbub

    @dailymahbub

    Жыл бұрын

    Take love❤️. Thank you.

  • @asmawiyati2442
    @asmawiyati2442 Жыл бұрын

    Thank for this information,

  • @dailymahbub

    @dailymahbub

    Жыл бұрын

    You are welcome.

  • @clintcallender9502
    @clintcallender95029 ай бұрын

    Why consider 5 a displacement ?

  • @hizjhn8911
    @hizjhn89118 ай бұрын

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

  • @clintcallender9502
    @clintcallender95029 ай бұрын

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

  • @clintcallender9502
    @clintcallender95029 ай бұрын

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

  • @dailymahbub

    @dailymahbub

    9 ай бұрын

    It's matter on Local Coordinates.

  • @clintcallender9502

    @clintcallender9502

    9 ай бұрын

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