Engineering Statics 3D equilibrium (sleeves and ball joints)

In summary: When considering the limit of d when L is a value, should we assume that by limit of d, it means that the absolute highest and lowest d can be when point A moves on its rod? Being a statics problem, we just arent sure if this is a safe assumption. Force F keeps the rod in its current location afterall (because statics!) so if L were to get smaller, point A would travel in the -i direction, which would make point B travel in the k direction, affecting the value of d. Now, thinking about it again with a clear head, I think that the problem could also just as easily be perceived as more of a "well how big or small could d
  • #1
MrMaterial
33
0

Homework Statement



HMbbvbZ.jpg


Ends A and B of the 5-kg rigid bar are attached by lightweight collars that may slide over the smooth fixed rods shown in the figure.

The center of mass of the bar is at its midpoint. The length of the bar is 1.5 m. Determine the horizontal force F applied to
collar A that will result in static equilibrium as a function of the distance, d (0.5 ≤ d ≤ 1.5 cm).


Homework Equations


sum of forces and moments are zero

Point A only has resisting forces in i and k directions

Point B only has resisting forces in i and j directions

The Attempt at a Solution



This is where I run into trouble. In another version of this problem that my class is supposed to do, we have to figure out the 'limit' of d in terms of L which is 1 meter in this problem setup. Looking at the figure, I really don't seem to have enough information to say what an acceptable limit of d would be. The problem I have pasted into this post gives d a limit at (0.5 ≤ d ≤ 1.5 cm), but I do not know how that limit is logical.


The problem my class has to solve:

Ends A and B of the 5-kg rigid bar are attached by lightweight collars that slide over the smooth fixed rods as shown in the figure. The center of mass of the bar is at its midpoint. The length of the bar is 1.5m.

1. Consider the geometry of the system.
a. For L = 1 m, what is the limit of d?
b. For L = 0.5 m, what is the limit for d?
c. Show your work & explain the limits on d physically as it relates to the system.


Another student from this class and I worked at it for an couple hours and it just isn't clear what we can and can't assume about the geometry of this system. When considering a limit of d when L is a value, should we assume that by limit of d, it means that the absolute highest and lowest d can be when point A moves on its rod? Being a statics problem, we just arent sure if this is a safe assumption. Force F keeps the rod in its current location afterall (because statics!)

This said, when tearing it apart into triangles, we can't seem to solve for either d in terms of l, or even the distance point A is away from point B (in the x direction). There's bound to be a way to simplify this problem, but we haven't been assigned problems like this ever before in this class, so have no confidence in having a correct solution for this problem.

Once I can get a good conception of what this problem really is, i am sure i can figure the rest out on my own. Any hints would be very much appreciated!

I believe the context of the problem is Internal Forces and Machines.
 
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  • #2
Sorry that I didn't provide too much legwork on actually solving for anything in this problem. Here is a go at it.


I would like to take a moment to consider all the information I am given.

L is a value that I set (I will solve d in terms of this variable and make graphs on excel)

d is simply the distance from point B to what appears to be the ground.
  • I would also like to note that it would seem logical to have limits at 0.5m to 1.5m for d since point B is in the middle of the collar, but the first problem says cm?!)

F this is the force that keeps the system 'static.'


When I first tried this problem, force F made me think that point A would stay stationary. Thus calculating a limit for d would be done with L alone. Looking at the figure, if L were to get smaller, point A would travel in the -i direction, which would make point B travel in the k direction, affecting the value of d.

Now, thinking about it again with a clear head, I think that the problem could also just as easily be perceived as more of a "well how big or small could d possibly get with rod A positioned L away?" I personally would feel much more comfortable with this perception if it were labeled as 'limits of d' not 'limit of d.' If the second problem I have found with the same figure also gave the limit d in meters rather than centimeters, I would be more assured of this perception.

Only because I have tried the first assumption already and got lost in a sea of right triangles and computer algebra systems, I will try out the problem using the second assumption.


a.) For L = 1m, what is the limit of d?


Considering that the length of the bar is 1.5m, the maximum value d could achieve would be figured by [itex]\sqrt{1.5^{2}-1^{2}}[/itex] = 1.118m and the minimum value would be 0.

b.) For L = 0.5m, what is the limit for d?

Using the same formulation used for a, the maximum value of d would be [itex]\sqrt{1.5^{2}-0.5^{2}} = 1.41m[/itex] and the minimum value would remain at zero.

I have already answered c here.


I will give the first assumption a try really quick and post that attempt here when i can.
 
  • #3
Looks like I can't edit my posts?!


I looked at the rest of the problem (That I didn't already post):

2. Derive an expression for the horizontal force F applied to the collar as a function of distance, d and length, L that will result in static equilibrium. Include all free body diagrams and equations of equilibrium.

3. Plot force F vs distance, d for (0 < d < 1.5 m) for three cases: L = 0.5 m, L=0.75 m, and L = 1 m. How do force, d, and length, L, relate to one another? Explain your graph/comment on the relationship between these three values (F, l, d).

I decided that my second assumption was correct, or at least let's me finish the problem so I at least have something to turn into my professor. Here is a go at the second problem:

5NKYpHH.jpg


My figure might be hard to read, but I let the "1m" dimension on the original figure be "L" and i left d as is (k directional distance from point B to zero. and then I added in a new variable "x" for the last length.

I also show the forces on the bar: By, Bx, Ax, Az, F, and the 49.05N force due to gravity. A new point was created to represent where the force due to gravity is.

Then I summed up all the forces Fx, Fy, and Fz. Here I found that Faz = 49.05N

I then defined points A, B, and C using L, d, and x. Used these points to make position vectors rAB and rAC.

Using the position vectors and force vectors, I used a cross product to find out the sum of the moment at point A. I assumed L = 1m, organized the moments by components x, y, and z.

Since By = F, I decided to solve for By, but then found that I needed to find x in terms of d.

I found that x = (dmax - d) and with L = 1, dmax = 1.118. Thus x = (1.118 - d)

I substituted in my new definition of x and found that F = -27.42/d + 24.52 N (for L = 1m)

Here is what the graph looks like (had to draw it since Wolfram wants money now)

Y0ypHtol.jpg


What this graph seems to say is that when d reaches its maximum, F is zero. I suppose that makes sense.

What i am a little worried about is that When d is smaller than maximum, F is in the opposite direction I show it to be. F also goes to infinity as d reaches zero, which also makes sense. As far as the magnitude of F goes for any point d, I am not sure if it seems logical.

Does this look right to anyone? Did i make a terrible mistake assuming x = (dmax - d)? Any feedback would be great
 

1. What is engineering statics?

Engineering statics is a branch of mechanics that deals with the analysis of forces and their effects on rigid bodies at rest. It is used to determine the equilibrium of 3D structures and predict the behavior of various mechanical systems.

2. What is 3D equilibrium?

3D equilibrium refers to the state of a system where all forces acting on it are balanced, resulting in a stable and stationary structure. In engineering statics, 3D equilibrium is achieved when the sum of all forces and moments acting on a structure is equal to zero.

3. What are sleeves and ball joints in engineering statics?

Sleeves and ball joints are commonly used mechanical components that allow for rotational movement in a structure while still maintaining its structural integrity. They are often used in conjunction with bolts and screws to provide support and stability to a 3D structure.

4. How are sleeves and ball joints analyzed in engineering statics?

In engineering statics, sleeves and ball joints are analyzed by considering their forces and moments in relation to the rest of the structure. This involves calculating the forces acting on the joint, determining the reaction forces, and ensuring that the joint and surrounding structure are in equilibrium.

5. What are some applications of engineering statics in real-world scenarios?

Engineering statics is used in a variety of real-world scenarios, such as designing and analyzing structures like bridges, buildings, and machines. It is also used in the development of new products and technologies, as well as in the fields of civil, mechanical, and aerospace engineering.

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