Internal Force Diagram - Inclined Beam Example - Normal, Shear and Bending Example

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  • Опубліковано 12 лис 2024

КОМЕНТАРІ • 16

  • @lukethechampion169
    @lukethechampion169 3 роки тому +1

    thank you for the thorough explanation. showing the different cases of force direction and distribution was a very helpful refresher.

  • @kynan.a.v6488
    @kynan.a.v6488 7 місяців тому

    how do you work out the moments at point A and B on the inclined beam?

  • @cmilemile
    @cmilemile 3 роки тому

    thank you so much, professor!

  • @pavan6794
    @pavan6794 Рік тому +1

    How did you get "YA" Value as 16.5 Kn anyone please help with the reaction

    • @drnafie-structuralengineer4620
      @drnafie-structuralengineer4620  Рік тому +2

      You can evaluate this reaction in 2 steps.
      First take the moment about A, then YA and XA will not be included in the equation, the equation will be as follows:
      YB x 9 - 2 x 3 x 7.5 - 3 x 6.5 x 3 + 9 x 2.5 = 0 => this will produce YB= 9
      Then take sum of forces in the Y direction =0
      YB + YA - 3 x 6.5 - 2 x3 = 0 => YA = 19.5 + 6 -9 = 16.5

  • @Szhihihihihihi
    @Szhihihihihihi Рік тому

    Thanks !

  • @drnafie-structuralengineer4620
    @drnafie-structuralengineer4620  4 роки тому

    For an Example of a Beam with a Concentrated Moment, Watch:
    ua-cam.com/video/g1bkB9QFLQ4/v-deo.html
    For an Example of a Beam with a Mixed Uniform
    and Point Load, Watch:
    ua-cam.com/video/D06s-1fYmOw/v-deo.html
    For more information about the concepts of BMD,
    SFD and NFD, Watch:
    ua-cam.com/video/Ncj1tIOq6nM/v-deo.html
    For an Example of Simple Beam with a uniform
    Load:
    ua-cam.com/video/6fvUmS867O0/v-deo.html

  • @yirrroy22tyrri82
    @yirrroy22tyrri82 3 роки тому

    Hi dear. Still i dont understand one point in general ( not related to this lesson) i wann know how to know where to place cosine and where to place sine, this confusing me a lot,,, i cannot proceed the rest unless understanding this 😭😭😭😭

    • @drnafie-structuralengineer4620
      @drnafie-structuralengineer4620  3 роки тому

      For the special case of the inclined beam there is a very easy rule.
      Suppose that the inclined beam makes an angle theta with the X-direction (horizontal) . and we have forces in the X (horizontal ) and the Y direction (vertical).
      Then the normal force will be formed of two components:
      The first component is X Cos (theta) ( X is the sum of all the forces in the X directions), the second component is Y Sin (theta) ( Y is the sum of all the Vertical forces) [ recall that theta is between the beam and X, so X takes the Cosine and Y takes the Sine}
      The Shear force will also be formed of 2 components but the cosine and sine will be reversed.
      we will have X sin( theta) and Y cos (theta)

    • @yirrroy22tyrri82
      @yirrroy22tyrri82 3 роки тому

      @@drnafie-structuralengineer4620 great thanks so much dear.

    • @haneybebsnedic8885
      @haneybebsnedic8885 3 роки тому

      Hello, I hope I can help. Based on my understanding, if your angle (theta) is along the X-axis and you're looking for the vertical force, you will use sine (since Sin=opp/hyp); and for horizontal force, you'll use cosine (since it is Cos=adj/hyp).
      And if the angle is along the Y-axis, you will use:
      Sine for Horizontal force
      Cosine for Vertical force

  • @abemi869
    @abemi869 4 роки тому

    Please improve audio

    • @drnafie-structuralengineer4620
      @drnafie-structuralengineer4620  4 роки тому +1

      I have changed to a new microphone for the newest video. I hope this will improve the sound quality.
      You can check the newest video ua-cam.com/video/gYw4BCNTHz8/v-deo.html
      and give me your feedback on the sound quality.