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

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Homework Help Overview

The problem involves a 1.1m bar supported by a ball and socket at point A and two smooth walls, with a vertical cable CD exerting a tension of 1kN. Participants are tasked with drawing the Free Body Diagram (FBD) and determining the reactions at supports A and B using equilibrium equations.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning, Problem interpretation, Assumption checking

Approaches and Questions Raised

  • Participants discuss the FBD and the equilibrium equations, questioning the presence of the reaction force By at support B. There is exploration of the effects of the tension in the cable and the nature of forces exerted by the smooth walls. Some participants suggest that the cable produces a moment that must be resisted by the walls, while others question how to calculate the moment and the components of the forces involved.

Discussion Status

The discussion is ongoing, with participants sharing their calculations and reasoning. Some have proposed potential relationships between forces and moments, while others are clarifying their understanding of vector components and the implications of the smooth surfaces. There is no explicit consensus, but various interpretations and approaches are being explored.

Contextual Notes

Participants are navigating the constraints of the problem, including the nature of the forces from the smooth walls and the implications of the cable's tension. There is a focus on understanding the relationships between horizontal and vertical forces, as well as the correct application of equilibrium principles.

whitejac
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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?
 
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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.
 

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