Self lock: conditions to make it work

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SUMMARY

The discussion focuses on determining the geometric relationship between width (x) and height (y) for a flat piece positioned between two walls to achieve self-locking under an eccentric force (F). Key equations include the friction force (f=μN) and the balance of moments around contact points A and B. Participants analyze the conditions under which the normal forces (R1 and R2) must be equal for static equilibrium, ultimately concluding that the relationship between x, y, and the friction coefficient (μ) is critical for preventing downward movement.

PREREQUISITES
  • Understanding of static equilibrium and forces
  • Knowledge of friction coefficients and their implications in mechanics
  • Familiarity with moment balance equations in physics
  • Basic principles of geometry related to shapes and dimensions
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  • Study the principles of static equilibrium in mechanics
  • Learn about the implications of friction coefficients in real-world applications
  • Explore advanced moment balance equations and their applications
  • Investigate geometric relationships in mechanical systems for stability analysis
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Mechanical engineers, physics students, and anyone involved in structural analysis or stability assessments of objects under force.

  • #31
For F outside moments around A:
$$\mbox{and}\left\{\begin{array}{ll}F\left(\frac{x}{2}+l\right)=Ry+\mu Rx\\2\mu R<F\end{array}\right.\rightarrow F\left(\frac{x}{2}+l\right)<\frac{F}{2\mu}(y-\mu x)\rightarrow y>2\mu l$$
And for F inside its ##\mu x < y##
 
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  • #32
Karol said:
For F outside moments around A:
$$\mbox{and}\left\{\begin{array}{ll}F\left(\frac{x}{2}+l\right)=Ry+\mu Rx\\2\mu R<F\end{array}\right.\rightarrow F\left(\frac{x}{2}+l\right)<\frac{F}{2\mu}(y-\mu x)\rightarrow y>2\mu l$$
And for F inside its ##\mu x < y##
I agree with your algebra for the F outside case, but the condition seems to be inverted. I thought we wanted the non-slip condition, so it would be ##2\mu R > F##, leading to ##\mu > y/(2l)##.
For F inside, perhaps you're doing the same, since you keep asserting ##\mu x < y## when I have shown the opposite must be true. Anyway, the inside case is more complicated because we cannot assume the top right corner is on the point of slipping. The frictional force there is anything from zero to ##\mu R##. It will take a bit of thought to decide which of those extremes is the right one for the purpose of answering the question.
 

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