Method of Virtual Work for Beams - Structural Analysis

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  • Опубликовано: 3 ноя 2024

Комментарии • 13

  • @kuba2466
    @kuba2466 4 месяца назад +11

    i fw u heavy structurefree, appreciate u bein chill like tha

  • @ruebina7170
    @ruebina7170 11 лет назад

    Agreed. Great videos! Is there no part 2 to this video?

  • @tarekelsaadi6734
    @tarekelsaadi6734 11 лет назад +3

    you should do an example on castiglianos theorem :)

  • @hysterix6864
    @hysterix6864 7 лет назад

    When using the method to calculate deflection for frames, Why is it that the bending in a beam will be considered for the horizontal displacement, even though the beam doesn't bend horizontally, In all the exemples I've seen they calculate the bending in all columns and and beams no mattter in what direction of dispalcement they are looking for. why is that?
    thanks

  • @shanemaxemow5604
    @shanemaxemow5604 9 лет назад

    Would this be the principle behind the Method of Consistent Displacements?

    • @structurefree
      @structurefree  9 лет назад

      Shane Maxemow No. the method of consistent displacements is another way to call the force method.

  • @tonibadr1491
    @tonibadr1491 8 лет назад

    is there any example for H-beams ?

  • @derarfasatla8657
    @derarfasatla8657 11 лет назад

    thank you man

  • @deyaeldinfadol2570
    @deyaeldinfadol2570 11 лет назад

    thanks great engineer - where is examples prof ?

  • @kareemabdalfatah4101
    @kareemabdalfatah4101 7 лет назад +1

    💪💪💪

  • @randompeenoise
    @randompeenoise 11 лет назад

    do some sample problems pls? :)

  • @lokeshreddy7247
    @lokeshreddy7247 4 года назад

    No sample problem explained