“Why don’t you fix your little problem and light this candle.” –America’s first astronaut, Alan Shepard, on the launch pad after some delays. Rest position of a rod in a bowl in the absence of friction Andrew Mosedale Background sufficient to solve this problem is provided by reading R.C. Hibbeler’s Engineering Mechanics: Statics through Chapter 5. Also, you’ll need to use your math skills from previous courses. As statics problems go, this one is pretty hard. Suppose a uniform rod of length L = 3R and weight W is placed in a bowl of radius R. Further suppose that friction is negligible. What will be the equilibrium position of the rod? First thoughts. Sensible notation and careful figure-drawing are essential to problem-solving. 1. How can we specify the position of the rod? Specifically, is there a single variable sufficient to fix the position? 2. What is the relevant geometry of this problem? How can we amend the figure to improve our understanding? 1 of 8 An Amended Figure. The angle θ is sufficient to specify the position of the rod. Do you see from the geometry that all angles marked θ in the figure are equal? This is, perhaps, the crucial step in solving this problem. 2 of 8 The Free-body diagram. We would now like to draw a free-body diagram of the rod, which we presume is in equilibrium. We set the rod free, throwing away everything that is not the rod. We very carefully imagine the forces on the rod exerted by everything we threw away. There are three forces: 1. The force that the bowl exerts on the rod at A. Because there is no friction, this force must be directed along the mutual normal of the contacting surfaces. In this case, the direction is normal to the surface of the bowl (and thus along the radius drawn in black in the previous figure and reproduced here–see how important good figures are?) 2. The force that the bowl exerts on the rod at B. Again, because there is no friction, this force must be directed along the mutual normal. In this case, the direction is normal to the rod. 3. The gravitational force on the rod at C (its midpoint). This resultant will be directed downward. Note that the distance between A and C is L2 . Also, notice that we need not submit to the tyranny of the page. We do not have to choose the x-direction to the right and the y-direction upward. We choose to orient them parallel and perpendicular to the rod. For convenience. Here is the free-body diagram: 3 of 8 Equations of Equilibrium. Our problem represents the equilibrium of a rigid body in a plane. Thus, there are up to three independent equations of equilibrium. In our case, there are exactly three. They are: X Fx = 0 = F cos(θ) − W sin(θ) (1a) X Fy = 0 = F sin(θ) + N − W cos(θ) (1b) X MA = 0 = −W cos(θ) L + N 2R cos(θ) 2 (1c) Note carefully how these equations are derived from the free-body diagram. Without the free-body diagram, as is so often the case, we are lost. Also, note that in developing these equations, we resolve F and W into components aligned with our conveniently defined coordinate axes. Let us take stock. What are the unknowns? F , N and θ. Why is not W an unknown? Answer: it is a given–see the first sentence of the problem statement. Thus, we have three unknowns. We also have three independent equations. We should feel now the courage to go on. 4 of 8 Algebra and Trigonometry. This problem rewards those who have diligently studied algebra and trigonometry. Solve equation (1a) for F : F = W tan(θ) Solve equation (1b) for N : N = W cos(θ) − F sin(θ) Solve equation (1c) for W : W = 4R N L Now back-substitute and simplify to find: L = cos(θ) − sin(θ) tan(θ) 4R (2) Equation (2) is nice. It is one equation in one unknown, θ, and this is what we have been looking for. Sadly, in its current form it appears a bit difficult to solve because we cannot isolate θ. Let us see if we cannot humble this equation with a little trigonometry. Our goal is express the equation in terms of a single trigonometric function instead of the current three trigonometric functions (sine, cosine and tangent). Try multiplying the left and right sides of equation (2) by cos(θ). The result is: L cos(θ) = cos2 (θ) − sin2 (θ) 4R Now we are down to only two trigonometric functions. We can eliminate sin2 (θ), by using the well-known trigonometric identity: sin2 (θ) = 1 − cos2 (θ) The result is: L cos(θ) = 2 cos2 (θ) − 1 4R We are almost home and dry. We now have just a single trigonometric function in our equation. Let us rearrange: 2 cos2 (θ) − L cos(θ) − 1 = 0 4R This is a quadratic equation. To make this clearer, let us define x = cos(θ). The equation is then: L 2x2 − x−1=0 (3) 4R 5 of 8 This is a general result. To specialize for our problem, we know L = 3R, so equation (3) becomes 3 (4) 2x2 − x − 1 = 0 4 Solving the quadratic equation, we find that x1 = 0.9190 and x2 = −0.5440. We discard the second root because it would give a negative angle, which is preposterous. Recalling the definition of x, we say θ = arccos(x1 ) = 23.21◦ The rod will slant at 23.21◦ to the horizontal. So we are done, right? No. Given all the work we have invested to this point, we deserve to explore the general behavior of our solution. 6 of 8 Further Exploration. Some questions that may occur to you at this point include the following: 1. What would happen if the rod were longer or shorter? We’ve solved for only a single value, L = 3R. However, we had the foresight to find equation (3), which is valid for general values of rod length, L. 2. Are there limits? In other words, can the rod be too short or too long for our solution? If there are limits, what happens at (or beyond) these limits? 3. Can we program the solution on a computer to explore these questions? Can we use the computer to illustrate our insights? I hope you will get in the habit of using computers and of programming. Computer programming is an essential tool for the modern engineer in any discipline. Embrace programming enthusiastically, not reluctantly. 7 of 8 Results of Further Exploration. 1. If the rod were longer than the given length (3R), it would lie flatter (θ would be smaller). An interesting figure would be to plot θ versus L/R. This plot would show the trend I have described. It is left as a programming exercise to the reader to prepare such a plot. 2. There are limits. The easier limit to visualize is the maximum possible length of the rod, Lmax = 4R. A rod near this length would lie almost horizontal. A rod any longer would tip out of the bowl. The harder limit to appreciate is the minimum possible length of the rod, Lmin = 2 (2/3)1/2 R ≈ 1.633R. A rod near this length would be fairly steep. If the rod were any shorter, it would slip into the bowl and wind up lying horizontal within the bowl. It is left as an exercise to the reader to prove these limits. 3. It is certainly possible to program these results–I did. I used MATLAB. As with any programming environment, there is a learning curve. Consequently, there is some frustration. You can easily imagine doing various tasks, but you cannot quite get them done. Patience and persistence will eventually reward you with many new capabilities. The reader is encouraged to explore this problem via programming. The figure above shows ten rods of varying length between about 1.63R and 4R in their equilibrium positions in a bowl. The rods are color-coded by length as indicated by the colorscale on the right. This figure was produced with MATLAB. 8 of 8
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