Equilibrium of a stiff plate on inclined planes

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Homework Help Overview

The discussion revolves around the equilibrium of a stiff rectangular plate resting on two inclined planes, characterized by angles α and β. The problem involves understanding the conditions for static balance and the geometric relationships that arise from the configuration of the plate and the angles involved.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning, Problem interpretation, Assumption checking

Approaches and Questions Raised

  • Participants express uncertainty about how to start the problem and how to incorporate the angles α and β into their diagrams. There are discussions about the implications of different angle combinations, such as α + β = 90° and cases where they do not sum to 90°. Some participants suggest drawing diagrams and using geometry to explore the relationships between the angles and the position of the center of gravity (G).

Discussion Status

The discussion is ongoing, with participants sharing their attempts to derive equations based on the geometry of the problem. Some have provided partial equations relating to the forces and moments acting on the plate, while others are seeking clarification on how to proceed with the general case of the problem. There is a mix of approaches being explored, and while some guidance has been offered, no consensus has been reached on a complete solution.

Contextual Notes

Participants are navigating the constraints of the problem, including the assumptions about frictionless surfaces and the requirement for static balance. There is also a focus on the geometric relationships that must hold true for equilibrium, particularly in cases where the angles do not conform to simpler conditions.

  • #31
aang said:
differentiation
Right.
 
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  • #32
H=L/2*SINθ+YSINβ.WANT ME TO differentiate.
but H IS NOT ON THE RIGHT SIDE.
WITH RESPECT TO WHAT SHOULD I differentiate.
 
  • #33
aang said:
H=L/2*SINθ+YSINβ.WANT ME TO differentiate.
but H IS NOT ON THE RIGHT SIDE.
WITH RESPECT TO WHAT SHOULD I differentiate.
You can differentiate H wrt anything that varies as the plate shifts position. I suggest its angle, theta, as the most convenient.
 
  • #34
haruspex said:
Now you need to use the equilibrium condition.
That is, for a small displacement of the plate the mass centre does not ascend or descend. I.e. it is at its highest or lowest point.
From where do you get this equilibrium condition? its not ##\sum F=0 or \sum M=0##...
 
  • #35
Delta2 said:
From where do you get this equilibrium condition? its not ##\sum F=0 or \sum M=0##...
Virtual work.
 
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  • #36
haruspex said:
Virtual work.
As I had suspected, something tells me that @aang hasn't been taught about virtual work . But I might be wrong.
 
  • #37
Delta2 said:
As I had suspected, something tells me that @aang hasn't been taught about virtual work . But I might be wrong.
For this question at least, it doesn’t seem to me it is something that needs to have been taught. Isn't it evident that if even the slightest displacement of the plate (in some direction) lowers its mass centre then it is not at equilibrium?
 
  • #38
haruspex said:
For this question at least, it doesn’t seem to me it is something that needs to have been taught. Isn't it evident that if even the slightest displacement of the plate (in some direction) lowers its mass centre then it is not at equilibrium?
No that doesn't seem so obvious to me but that's my subjective view, most people might find it obvious, I can't tell.
 
  • #39
Delta2 said:
No that doesn't seem so obvious to me but that's my subjective view, most people might find it obvious, I can't tell.
Think of it this way... suppose the least displacement to the right lowers the mass centre and so, the derivative being smooth, the least displacement to the left raises the mass centre. So displacing to the left does work, and it can only do that by opposing a force. So there must be a net force on the object to the right.
That is the essence of the principle of virtual work.
 
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  • #40
H wrt THETA=L/2*COSθ
IS IT CORRECT.
ARE WE NEAR THE SOLUTION
 
  • #41
aang said:
H wrt THETA=L/2*COSθ
IS IT CORRECT.
ARE WE NEAR THE SOLUTION
No, that is incorrect, and there is still a way to go.
As theta varies, x and y change. So these are functions of theta, and when you differentiate an expression containing them you get terms like ##\frac{dx}{d\theta}##. For simplicity, write these as x', y'.
 
  • #42
H wrt THETA=L/2*COSθ+SINβ* x'
 
  • #43
aang said:
H wrt THETA=L/2*COSθ+SINβ* x'
Right. And since we want the extremum of H that derivative is zero.
So this has introduced another unknown, x'. What you need to do next is to obtain other equations with x' and maybe y'. You can get those by differentiating the other equations you have.
 
  • #44
I have not seen the thread carefully perhaps somebody has already proposed to consider the potential energy's critical points
 
  • #45
LCOSθ=x'*SINα-y'*SINβ
-LSINθ=x'*COSα-y'*COSβ
HOW MUCH FURTHER.
 
  • #46
aang said:
LCOSθ=x'*SINα-y'*SINβ
-LSINθ=x'*COSα-y'*COSβ
HOW MUCH FURTHER.
You have a sign error in the second equation.

It seems to me that this problem is beyond your level. I am having to lead you every step. Repeatedly asking how much further doesn't fill me with confidence either.
Was this given to you as homework or is it something you found for yourself somewhere?
 

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