Solve for Tension in Equilibrium: Frictionless Rod with 50lb Load at x=4.5

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Discussion Overview

The discussion revolves around a statics problem involving a collar connected to a 50lb load on a frictionless horizontal rod. Participants are attempting to determine the magnitude of force P required to maintain equilibrium when the distance x is set at 4.5. The conversation includes various interpretations of tension and equilibrium conditions.

Discussion Character

  • Homework-related
  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant expresses confusion about the concept of tension and presents an initial calculation of 11.25 lb, which differs from the solution manual's answer of 10.98 lb, leading to questions about the relationship between tension and the weight.
  • Another participant challenges the correctness of a specific trigonometric statement made by the first participant, asserting that the tension in line AB equals 50 lb and that the horizontal force P must equal 50 * cos(77.32 degrees).
  • A later reply reiterates the previous point about the tension being 50 lb and emphasizes the need for a proper free body diagram to analyze the forces acting on the collar.
  • One participant describes their own free body diagram and expresses confusion regarding the force balance, noting that their forces do not seem to add up correctly.
  • Another participant clarifies that if B is a frictionless sheave, the tension must be the same on both sides, reinforcing that the tension in line AB is 50 lb, which can then be used to calculate force P using trigonometry.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the correct approach to the problem. There are competing views regarding the interpretation of tension and the application of trigonometric relationships in the context of the equilibrium conditions.

Contextual Notes

Some participants highlight potential issues with the assumptions made in their calculations, particularly regarding the free body diagram and the application of trigonometric identities. The discussion reflects uncertainty about the correct method to resolve the forces involved.

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Homework Statement


This is a question from statics course.
Collar A is connected to a 50lb load on a frictionless horizontal rod. Determine magnitude of P to maintain equilibrium when x=4.5.

Im confused on the concept of Tension

I originally got the answer 11.25 lb like the images below but my solution manual is different.
The solution manual says:

tan alpha= 20/4.5 = 77.3 degrees

sum of F sub X=0
-P + T cos 77.3
P= 50lb (cos 77.3)
= 10.98lb (answer manual)

Is this because the tension in the rope is equivalent to the mass of the hanging weight? Is there a way to solve for 10.98lb using method like the one below ...i.e. adding the vector components and solving for the unknowns? confused. Thanks!

but this one below is what makes sense to me.
http://imageshack.us/photo/my-images/15/yci9.png/

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http://imageshack.us/photo/my-images/534/y53e.png/

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Homework Equations



sum of x =0
tan=o/a

The Attempt at a Solution

 
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Your preferred method is correct until you reach the statement:

sin 77.32 / 50 = sin 12.68 / P ---> incorrect statement

If you draw a proper free body diagram of the collar, you will see that the tension in line AB = 50 lb. You know from trigonometry that the horizontal force P must equal 50 * cos a, where the angle 'a' is between line AB and the horizontal, which is 77.32 degrees, when x = 4.5 in.
 
SteamKing said:
Your preferred method is correct until you reach the statement:

sin 77.32 / 50 = sin 12.68 / P ---> incorrect statement

If you draw a proper free body diagram of the collar, you will see that the tension in line AB = 50 lb. You know from trigonometry that the horizontal force P must equal 50 * cos a, where the angle 'a' is between line AB and the horizontal, which is 77.32 degrees, when x = 4.5 in.

I am confused because when I draw a free body diagram. I draw it through the center of the collar and move the weight vector to the negative y axis. I have the tension force in the first quadrant , I have the P force on the -x axis , and I have the weight force on the negative y axis.

That doesn't look right because the forces don't add up.. I get T sub x cos 77.32-P=0 and T sub y sin 77.32 - weight =0
 
If B is a frictionless sheave, then the tension in the line must be the same on both sides of the sheave. Since the weight C of 50 lbs is static, then the tension in line AB must also be 50 lbs. Once this fact is established, then the force P can be worked out using trig, which is determined by the distances given in the setup.
 
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