Problem with a "missing" force in x-direction....

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The discussion centers on a physics problem involving two rigid bodies, ABC and CDE, connected at a pivot point. The user struggles with calculating the forces, specifically the horizontal force at joint C, and realizes they may have overlooked the horizontal component of force Fc. They consider using Cx and Cy to resolve the forces correctly and are advised to set up free body diagrams for each body and write equations for forces and torques. The conversation highlights the importance of including all components of forces and moments in the analysis. Ultimately, the user seeks clarification on their calculations and the correct approach to solving the problem.
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Hey guys,

So it's been a while since I've done F.B.D's, and what seems like a simple problem is causing me grief.

I have this scenario below, where there are two rigid bodies, first one is ABC which pivots at fixed point B.
This is connected with a pin to CDE, where D permits horizontal motion only, and where E is a wall which has stopped all rotation.

The distances are only shown roughly to show you the logic i was using to try solve it.
First I looked at ABC, and dedcided Fc would need to balance the external force "T", so I got Fc=25N
Then I looked at CDE, and decided that Fe would need to balance Fc, and I got Fe=71.4N.

But I think I've missied something, as if I sum the forces on CDE, I only have the one force in the X direction, i.e. Fe =71.4N.
D cannot impose any force in the x direciton (ignoring friction), so this tells me I didn't calculate the forces at join 'C' properly.

Can someone tell me what I've done wrong here? I seriously was looking at this all day and was just scratching my head.

Thanks!
 

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There is a horizontal component to Fc that seems to be missing in your treatment ?
 
Hmmm ok, so if instead of Fc, I should designate a Cx and a Cy? then solve the two equations simultaneously?
For arguments sake, let's say that B and C are not horizontal, i.e. C is a little below B, meaning you can't ignore Cx when calculating moment about B.
 
Please guys I'm really stuck here.
Am I suppose to work with a Cx and Cy instead?
I tried that, and added a few equations, for example solving the x forces and y forces to be zero on ABC, and then I took a moment about D considering both bodies, (so forces E, Bx, By, T acting on the relevant normal distance to the joing at D), and was able to simultaneously solve all equations (MESSY!) but it came up with a ridiculous answer. It seems I'm still missing something. anyone?
 
ozmac said:
First I looked at ABC, and decided Fc would need to balance the external force "T", so I got Fc=25N
Agree. The torque around B due to T is compensated by the torque due to the vertical component CDE exercises on ABC.
ozmac said:
Then I looked at CDE, and decided that Fe would need to balance Fc, and I got Fe=71.4N.
Don't follow: I can understand that the wall may be smooth so that CDE can only exercise a horizontal force on E. So that gives a torque of 1.4 m x FE. And the vertical component of the force by ABC on C gives 4 m x FC. But ABC also exercises a horizontal force on C that we haven't established yet. To compensate the only horizontal force in CDE: FE.

By the way, it is strange that the lever arm should be 4 m if the distance CD is only √10 m
I can't pin it down exactly, either. But my instinct tells me the angle between CE and the horizontal plays a role. And that angle isn't given.

--
 
Yes, you should work with Cx and Cy. Start with FBD for each body separately. You will get Bx and By reactions in point B and Cx, Cy reactions in point C for left body. For right body, Cx and Cy should be of opposite directions than for the left one. D and E reactions are purely vertical and horizontal, respectively. Then write down two force and one torque equation for each body. For torque sumation, I would choose point B for left body and point C for right body. So, you have 6 equations and 6 unknown parameters (Bx, By, Cx, Cy, D and E). This should be solvable either by hand or with excel or something.

If I may ask, how many equations did you use and how did you know the answer is ridiculous ?
 
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