Stiffness Matrix Method for Analysis of Beams ( With Overhanging )

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  • Опубліковано 16 гру 2024

КОМЕНТАРІ • 25

  • @GoodBoy_._
    @GoodBoy_._ 2 роки тому +3

    Wonderfull explanation sir
    I hope that i ll do well in exam

  • @isaacmontford8651
    @isaacmontford8651 Рік тому +1

    Stan u are a legend 100%

  • @newdimensions8091
    @newdimensions8091 Рік тому

    How to do stiffness matrix if there is a hinge in between the span?

  • @Aquade
    @Aquade 5 місяців тому

    What about the cantaliever deflection?

  • @SantoshGandham-x5s
    @SantoshGandham-x5s 9 місяців тому

    Same problem in slope deflection method please explain the problem

  • @kgomotsosebola210
    @kgomotsosebola210 2 роки тому +1

    These videos are excellent👏👏👏👏👏👏👏👏. Is it possible to do some examples of a two hinged circular arch? That will be of great assistance. Much thanks.

  • @shrutinalande5959
    @shrutinalande5959 Рік тому +1

    Sir k11 is 0 bcauz fixed support is there

    • @Stanacademy
      @Stanacademy  Рік тому +1

      that is the concept we use in moment distribution method

  • @praveenvlogs8630
    @praveenvlogs8630 2 роки тому +3

    Explain flexibility matrix method sir

    • @Stanacademy
      @Stanacademy  2 роки тому

      ua-cam.com/play/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S.html

  • @SKumar-ec8to
    @SKumar-ec8to 8 місяців тому

    Sir what is the difference between Global Stiffness matrix and Stiffness matrix?

  • @islamhaouas7015
    @islamhaouas7015 2 роки тому +1

    thank you very much !

  • @opsorryyt
    @opsorryyt Рік тому

    stiffness matrix could be derived by the_______.
    A) worb method
    B) potential energy method
    C) weighted residual method
    D) none

    • @Stanacademy
      @Stanacademy  Рік тому

      Potential energy method

    • @opsorryyt
      @opsorryyt Рік тому

      @@Stanacademy Thank you

    • @mgecvlog2573
      @mgecvlog2573 Рік тому

      @@Stanacademy is this method acceptable for kerala technological university

    • @kalaiselvan618
      @kalaiselvan618 Рік тому

      @@mgecvlog2573 yes this method is acceptable. but also u need to study one more method that is stiffness matrix method. Check the playlist for that type

  • @manthatiajayvenkatesh8081
    @manthatiajayvenkatesh8081 2 роки тому

    Your`s Explanation is wonderful sir
    I hope that I will perform well in the exam

  • @sdacademy.7529
    @sdacademy.7529 Рік тому

    How to k inverse matrix
    Please send video

  • @55tusharbhojane30
    @55tusharbhojane30 2 роки тому +1

    How to draw bmd sir after solve moment in stiffness matrix

    • @Stanacademy
      @Stanacademy  2 роки тому +2

      Please refer this playlist ua-cam.com/play/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw.html

    • @srikanthyadav1055
      @srikanthyadav1055 2 роки тому

      @@Stanacademy sir, why at point b is zero moment

    • @Stanacademy
      @Stanacademy  2 роки тому

      There is no effect of overhanging in the point B. So there are no moments in the Point B. So it is taken as negative

  • @nitinkumaar
    @nitinkumaar 2 роки тому

    nice tutotial

  • @rakibmiah5388
    @rakibmiah5388 Рік тому

    Nice