How Do You Calculate the Reactions at Supports in a 3D Equilibrium Problem?

Click For Summary
SUMMARY

The discussion focuses on calculating the reactions at supports A and B for a 3D equilibrium problem involving a 1.1m bar supported by a ball and socket joint and two smooth walls, with a vertical tension of 1kN in cable CD. The Free Body Diagram (FBD) is essential for visualizing forces, including the axial forces exerted by the ball and socket support. Key equations derived include the moment produced by the tension about point A, which is calculated using the relationship 0.4mTCD = 1.1mBy, leading to the conclusion that By does not exist due to the nature of the smooth surfaces.

PREREQUISITES
  • Understanding of 3D equilibrium equations
  • Knowledge of Free Body Diagrams (FBD)
  • Familiarity with vector projections and cross products
  • Concept of normal forces in statics
NEXT STEPS
  • Study the principles of static equilibrium in three dimensions
  • Learn how to construct and analyze Free Body Diagrams for complex systems
  • Explore vector projections and their applications in statics
  • Investigate the role of moments and cross products in determining forces
USEFUL FOR

Engineering students, mechanical engineers, and anyone involved in structural analysis or statics will benefit from this discussion, particularly those focusing on equilibrium problems in three dimensions.

whitejac
Messages
169
Reaction score
0

Homework Statement


The 1.1m bar is supported by a ball and socket support at A and 2 smooth walls. The tension in the vertical cable CD is 1kN.
IMG_1335.JPG

Draw the Free Body Diagram of the Bar.
Determine the Reactions at A and B.

Homework Equations


Equillibrium equations.
Perhaps the vector projections...??

The Attempt at a Solution


I drew the FBD:
IMG_1336.JPG

and you can see the beginnings of my equillibrium equations. I am fairly sure these are all correct except for the fact By should not be there.
The tension CD can only pull normal to the location its given - ie, along the y-axis if its directly under the object. The smooth surface gives a normal force to the object, I experimented by resting pencils together that this would exert an x, z force so i broke them into components. The ball and socket is basically a hinge, so it exerts axial forces in the x, y, z.

My confusion is this:
The tension will obviously produce a moment about A pulling the rod downward along the y axis.
The only thing preventing this descent is the combined reactions of the wall's x and y forces.
Together they must produce a positive force along the y direction.
This force must be equal to the relationship:
0.4mTCD = 1.1mBy
0.4kN-m= 1.1mBy
By = 0.4/1.1 kN-m

Now, By does not exist because the smooth surfaces can only exert forces normal to their plane.
However, could it be the cross product of the two forces...? If so, then how do we find it? By projecting By along the two surfaces?
 
Physics news on Phys.org
whitejac said:

Homework Statement


The 1.1m bar is supported by a ball and socket support at A and 2 smooth walls. The tension in the vertical cable CD is 1kN.
View attachment 90512
Draw the Free Body Diagram of the Bar.
Determine the Reactions at A and B.

Homework Equations


Equillibrium equations.
Perhaps the vector projections...??

The Attempt at a Solution


I drew the FBD:
View attachment 90513
and you can see the beginnings of my equillibrium equations. I am fairly sure these are all correct except for the fact By should not be there.
The tension CD can only pull normal to the location its given - ie, along the y-axis if its directly under the object. The smooth surface gives a normal force to the object, I experimented by resting pencils together that this would exert an x, z force so i broke them into components. The ball and socket is basically a hinge, so it exerts axial forces in the x, y, z.

My confusion is this:
The tension will obviously produce a moment about A pulling the rod downward along the y axis.
The only thing preventing this descent is the combined reactions of the wall's x and y forces.
Together they must produce a positive force along the y direction.
This force must be equal to the relationship:
0.4mTCD = 1.1mBy
0.4kN-m= 1.1mBy
By = 0.4/1.1 kN-m

Now, By does not exist because the smooth surfaces can only exert forces normal to their plane.
However, could it be the cross product of the two forces...? If so, then how do we find it? By projecting By along the two surfaces?
The wall being "smooth" exerts zero force in the y-direction.
 
I know, but moments are the result of cross products... If there's no relationship between the horizontal and vertical forces then there's no reason for then walls to even exist. The ball and socket can't exert a moment. Something has to. This is statics lol.
 
whitejac said:
I know, but moments are the result of cross products... If there's no relationship between the horizontal and vertical forces then there's no reason for then walls to even exist. The ball and socket can't exert a moment. Something has to. This is statics lol.
The walls do exert force, but the y-component of the force is zero.
 
I know that, my intention is to find these two forces and I am looking for things I can find to get me there. Currently, the socket resists all of the y-direction pull of the cable. However, the cable produces a moment and That must be resisted by the walls - it's the only thing that makes sense.
 
whitejac said:
I know that, my intention is to find these two forces and I am looking for things I can find to get me there. Currently, the socket resists all of the y-direction pull of the cable. However, the cable produces a moment and That must be resisted by the walls - it's the only thing that makes sense.
What is the moment produced by the cable? Have you calculated that?
 
Is it not just a vertical line of action against the rod? I said it was, which would just be 0.6*1kN
 
whitejac said:
Is it not just a vertical line of action against the rod? I said it was, which would just be 0.6*1kN
It's a vector. What are its components or what is its direction?
 
Okay, I think I see where this is going...
It is a vector <0, 0.27, 0> by my calculations. The rod and the cable create two similar right triangles. Pythagoreans theorem gives us a height of 0.5 for the larger one, and the ratio between the hypotenuse is 0.64 which gives us a height of 0.32 for the smaller one. It is vertical, so it has no slant.

Note, the rod has a vector <0.7, -0.5, 0.6>

This allows us to make the tension a normal vector: <0.1, -o.07, 0.08>

I'm going to stop there and make sure I did it right because I don't think that that's the answer I should be getting...
 
  • #10
whitejac said:
Okay, I think I see where this is going...
It is a vector <0, 0.27, 0> by my calculations. The rod and the cable create two similar right triangles. Pythagoreans theorem gives us a height of 0.5 for the larger one, and the ratio between the hypotenuse is 0.64 which gives us a height of 0.32 for the smaller one. It is vertical, so it has no slant.

Note, the rod has a vector <0.7, -0.5, 0.6>

This allows us to make the tension a normal vector: <0.1, -o.07, 0.08>

I'm going to stop there and make sure I did it right because I don't think that that's the answer I should be getting...
The rod, as a vector from B to A, is <0.7, -0.6, 0.6> .

The tension is purely in the negative y direction.
 
  • #11
Can you show me how you got the y component of the rod? I found -0.5..
 
  • #12
SammyS said:
The rod, as a vector from B to A, is <0.7, -0.6, 0.6> .

The tension is purely in the negative y direction.

I noted that the tension (cable) is purely in the -y direction, I found the normal vector because that would give the components of the force on the rod. The rod is angled, and the tension is normal to the plane, not the rod which is what we must account for.
 
  • #13
whitejac said:
I noted that the tension (cable) is purely in the -y direction, I found the normal vector because that would give the components of the force on the rod. The rod is angled, and the tension is normal to the plane, not the rod which is what we must account for.
A vector normal to the plane determined by the rod and the cable is perpendicular to each of these. Since the cable is purely along the y direction, any vector perpendicular to the cable has a y-component of zero.

Therefore, your normal vector is incorrect.
 
  • #14
whitejac said:
Can you show me how you got the y component of the rod? I found -0.5..
(.7)2 + (y)2 + (.6)2 = (1.1)2
 
  • #15
I'm sorry, maybe I should show you a diagram of what I interpreted from that. Are you saying the vector I am looking for is normal to the plane while also being perpendicular to the cable and the rod? This does not make sense to me.

I understand how a normal vector from the cable wouldn't have a y-component, but I originally intended to find one perpendicular to the rod to represent the resultant force for the moment equation
M=Fd, but I believe you are saying to find one perpendicular to the cable in order to see the X,Z components instead?
 
  • #16
whitejac said:
I'm sorry, maybe I should show you a diagram of what I interpreted from that. Are you saying the vector I am looking for is normal to the plane while also being perpendicular to the cable and the rod? This does not make sense to me.

I understand how a normal vector from the cable wouldn't have a y-component, but I originally intended to find one perpendicular to the rod to represent the resultant force for the moment equation
M=Fd, but I believe you are saying to find one perpendicular to the cable in order to see the X,Z components instead?
The moment produced about A by the cable tension is the cross product of the vector from A to D (you can instead use A to C) and the tension vector. That cross product is a vector perpendicular to each of those vectors, thus normal to the plane determined by the rod and the tension vector (or any vertical line intersecting the rod).

In order for the reaction at B to produce a moment opposite to this, the reaction force must be in the same plane as the rod and the tension force.
 

Similar threads

  • · Replies 6 ·
Replies
6
Views
3K
  • · Replies 9 ·
Replies
9
Views
4K
  • · Replies 18 ·
Replies
18
Views
5K
  • · Replies 2 ·
Replies
2
Views
6K
  • · Replies 11 ·
Replies
11
Views
5K
  • · Replies 9 ·
Replies
9
Views
4K
Replies
27
Views
6K
  • · Replies 6 ·
Replies
6
Views
35K
  • · Replies 5 ·
Replies
5
Views
4K
Replies
2
Views
2K