Troubleshooting Line Tension: Expert Tips and Solutions

  • Thread starter Thread starter drkidd22
  • Start date Start date
  • Tags Tags
    Line Tension
Join the discussion
Ask a follow-up here, or get your own question answered by working scientists, mathematicians and engineers — people, not an autocomplete.
Real named experts · corrections over time · the nuance an AI answer skips
7 replies · 3K views
drkidd22
Messages
59
Reaction score
0
I need help trying to figure this problem out.
 

Attachments

  • 2010517018406340965232069462508037.gif
    2010517018406340965232069462508037.gif
    13.9 KB · Views: 549
Physics news on Phys.org
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.
 

Attachments

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?