Troubleshooting Line Tension: Expert Tips and Solutions

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Discussion Overview

The discussion revolves around troubleshooting a problem related to line tension in a physics context, specifically focusing on calculating tension forces and reaction forces at a point of support. Participants are sharing their approaches and calculations, seeking clarification and assistance.

Discussion Character

  • Technical explanation
  • Mathematical reasoning
  • Debate/contested

Main Points Raised

  • One participant presents calculations for tension (T) and reaction force (R) based on a free body diagram, expressing uncertainty about their correctness.
  • Another participant questions the number of equilibrium equations applicable to the problem, suggesting that there could be at most six equations available.
  • A participant identifies three components of the reaction force at point A (Fx, Fz, Fy) but does not provide specific calculations for them.
  • Concerns are raised about the clarity and correctness of a referenced document, indicating potential issues with the representation of forces and units.
  • There is a request for clarification on which free body diagram is being used for the equilibrium analysis related to the tension equation presented.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the correctness of the calculations or the approach being taken. Multiple viewpoints and questions remain unresolved.

Contextual Notes

There are indications of missing assumptions regarding the free body diagram and the forces considered, as well as potential inconsistencies in the units used in the calculations.

Who May Find This Useful

This discussion may be useful for individuals interested in physics problem-solving, particularly in the context of tension forces and equilibrium analysis in mechanical systems.

drkidd22
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I need help trying to figure this problem out.
 

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Hi drkidd22! :wink:

Show us what you've tried, and where you're stuck, and then we'll know how to help! :smile:
 
So I have this so far trying to find Tbd.
It will be the same for Tbe as they are the same distance away from A.
 

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distance on horizontal=√(18^2+18^2)=18*√2 ft
distance on vertical=21 ft
∴θ=angle in between pole & cable=tan-1(18*√2/21)=50.479 degree
Σall horizontal force=0
1680=2T sinθ
∴T=1088.944 lb
Σall vertical force =0
R=2T cosθ [R= reaction force at A ]
∴R=1385.924 lb

Not sure if it's correct
 
How many components are there to the reaction at A (at most)? You ask if it is correct. But you could determine this yourself by recognising that there are at most 6 equilibrium equations for the whole thing...
 
There are three forces at A
Fx
Fz
Fy
 
So have you calculated any of them so far?

(By the way your physicsp148.doc document has just one line and it is sloppy, or incorrect or inconsistent. If T is a force, why do the units have ft at the end?)
 
when you say "1680=2T sinθ ", exactly what free body diagram are you considering the equilibrium of?
 

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