Net Reaction Force: Where do the Forces Act?

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SUMMARY

The discussion centers on the net reaction forces acting on a rod placed over two blocks on a horizontal table. The key conclusion is that while the gravitational force on the rod is mg, the normal forces exerted by the blocks can be modeled as point forces acting at their respective midpoints. The equilibrium condition is established with the equation ΣFy = 0, leading to the relationship mg = Pr * dt * (d1 + d2). The challenge lies in determining the positions of these forces, as the problem presents an underdetermined system with two equations and four unknowns.

PREREQUISITES
  • Understanding of Newton's Laws of Motion, particularly the second law.
  • Familiarity with static equilibrium concepts in mechanics.
  • Knowledge of force diagrams, specifically Free Body Diagrams (FBD).
  • Basic grasp of pressure distribution and its implications in statics.
NEXT STEPS
  • Explore advanced concepts in static equilibrium problems, focusing on underdetermined systems.
  • Study the application of Free Body Diagrams in complex statics scenarios.
  • Learn about pressure distribution in contact mechanics, particularly in multi-body systems.
  • Investigate the implications of moment calculations in determining force positions.
USEFUL FOR

Students and professionals in physics and engineering, particularly those focusing on mechanics, statics, and structural analysis. This discussion is beneficial for anyone looking to deepen their understanding of reaction forces in equilibrium problems.

tiny-tim
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I'm trying to write a Library entry on Reaction Force, and I've discovered I can't answer this very simple question. :redface:
Two equal blocks are on a horizontal table, with a gap between them.

A straight rod is placed above the gap, but not symmetrically, resting on both blocks, with an extensive area of contact with each block.

At what points do the two net reaction forces act? :confused:
 
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Wouldn't the rod actually have an equally distributed pressure acting against it due to each rod? Assuming a normal gravitational environment, the gravitational force on the rod would be mg. The normal forces on the rod would be as follows:

l \leftarrowThe length of rod on the two rods (not the length of the rod)
d_{1} \leftarrow The length of the rod on cube 1
d_{2} \leftarrow The length of the rod on cube 2
d_{t} \leftarrow The width of the rod
P_{r} \leftarrow The pressure exerted by the cubes on the rod

\Sigma F_{y}= 0
mg = P_{r}*d_{t}*(d_{1}+d_{2})

Note that

d_{1}+d_{2} = l

In a FBD, you could then simulate the two equally distributed pressures as point forces acting at the midpoint of their applied length, i.e.

\frac{d_{1}}{2} and \frac{d_{2}}{2}

Thoughts?
 
Hi tiny-tim,

Let's just think of a one-level simpler case first. Suppose a rod is resting on a flat surface but a bit of it is protruding out. Let the weights of the portions on and off the table be W1 and W2, and the distances of the CMs of these two parts from the edge of the table be x1 and x2 respectively.

Suppose the net reaction N, acting upward, is at a distance x from the edge. W1>W2, so that the rod does not topple, and x1 and x2 are known.

Then N = W1 +W2 and W1*x1 = W2*x2 + N*x, taking the moment about the edge. (Of course, moment can be taken about any point.)

This gives you a unique x, and the location of N.

Of course you know this, but I’m sure this can be generalised to your case. I’m sorry that I can’t verify that right now, but I’ve to go, but surely I'll do it later and see what comes out. Let us know how it goes. Best of luck.
 
I agree that it's an equilibrium problem and that you use both Newton's 2nd Law in translational and rotational form... but I don't think one should associate the net reaction force with a position, because it's not a contact force. The two reaction forces are both contact forces should be considered separately.

The problem is that there are only two equations and four unknowns (both forces and their positions make four). I think that it's actually fairly common to have statics problems that are under determined.
 

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