Troubleshooting Line Tension: Expert Tips and Solutions

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SUMMARY

The forum discussion focuses on troubleshooting line tension in a physics problem involving forces and angles. The user calculates the horizontal and vertical distances, determining the angle θ as approximately 50.479 degrees. The tension T is calculated to be 1088.944 lb, and the reaction force R at point A is found to be 1385.924 lb. The discussion emphasizes the importance of free body diagrams and equilibrium equations in solving such problems.

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  • Knowledge of reaction forces in static systems
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Students studying physics, engineers working with tension systems, and anyone involved in structural analysis or mechanics will benefit from this discussion.

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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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