Deflection by Superposition - Difficult Cantilever Problem Solved

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  • Опубликовано: 9 фев 2025
  • In this video, we solve for the deflection at the end of this cantilever beam. The loading is not regular, so we must use the angle of rotation in order to find our deflections.
    Another Solved Example: • How to Solve for Defle...
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Комментарии • 14

  • @AFMathandEngineering
    @AFMathandEngineering  7 лет назад +1

    Sorry for the re upload, some issues with RUclips. Check this link for a more in depth explanation of the concept and another solved example! ruclips.net/video/o3_LQn-DrMU/видео.html

  • @DaveEdwardDiaz
    @DaveEdwardDiaz 4 года назад

    Thanks for this. It looks intimidating but the way you did it was quite intuitive!

  • @edgeyyyyyyyyy
    @edgeyyyyyyyyy 6 лет назад +1

    Thanks for this, very useful for my upcoming exams!

  • @vhk26
    @vhk26 7 лет назад +1

    Thanks for this, tricky but great practice!

  • @NinjaNicX
    @NinjaNicX 5 лет назад +1

    Thank you so much for this video!

  • @thornil2231
    @thornil2231 Год назад

    What was the point of the 2w? Just to confuse people? Aside from that, great demonstraction, I really like the fact that you draw on paper instead of those fancy computer graphics.

  • @ryuji3111
    @ryuji3111 6 лет назад +2

    beautiful

  • @ZombieRevenge777
    @ZombieRevenge777 5 лет назад

    If you use your cantilever for a piping systeme support , how do you calculate the dynamic charge of the fluid and then add the dynamic weight to the centalever calculation ?

    • @AFMathandEngineering
      @AFMathandEngineering  5 лет назад

      No idea, I don't deal with fluid mechanics. In real life the mechanical trade would provide a shop drawing of the pipe showing the worst case static load exerted on the slab by the liquid in the pipe for structural engineers approval. Then you would check your cantilever against that load.

  • @khaleeqabbasi4177
    @khaleeqabbasi4177 4 года назад

    How to use super postion if the udl is on half of beam between two supports like if beam is 6m and udl is on 3m because the table we use there equation is given for udl from one support to other

    • @AFMathandEngineering
      @AFMathandEngineering  4 года назад

      There are really an infinite number of combinations of loads your professor can give you and you need to utilize the correct superposition methods and just add them together, the best way to prepare is to try many different types of problems and past exams so you can be prepared, there's really no other way to do it. The purpose of this video is to show you the method of how to solve tricky problems where multiple cases are involved, up to you to do the studying afterwards.