Suspension cable statics calculus problem

AI Thread Summary
The discussion revolves around solving a statics problem involving suspension cables and the forces at points A and B. Participants emphasize the need for additional equations to solve for unknowns, particularly by relating forces and distances. There is a correction regarding the weight per unit length, clarifying that it should be 600 lb/ft instead of 15000 lb. The conversation highlights the importance of vector addition for forces at points A and B, leading to specific calculations for resultant forces. Ultimately, the participants arrive at the calculated reaction forces Ra and Rb, demonstrating progress in their understanding of the problem.
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You're on the right track. :)

You have 1 equation for point A.
Can you make another equation for point B?
 
You're on the right track. :)

I like you saying this lately :)

You have 1 equation for point A.
Can you make another equation for point B?

Oohhh...

Am I still on the right track?

http://img19.imageshack.us/img19/640/x2x2.jpg
 
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Femme_physics said:
I like you saying this lately :)

:cool:

Oohhh...

Am I still on the right track?

http://img19.imageshack.us/img19/640/x2x2.jpg

I'm afraid that in the 2nd line you lost ##F_H##.

And btw, you're using 15000 [lb] for ##w_0##, but ##w_0## is given to be 600 [lb/ft].
 
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I like Serena said:
I'm afraid that in the 2nd line you lost ##F_H##.
You mean purely because of math?

And btw, you're using 15000 [lb] for ##w_0##, but ##w_0## is given to be 600 [lb/ft].

I see what you mean, since I don't know the length in each sectioning I can't use it like that. I'll jus use 600, with the units lb/ft. Yes?
 
Femme_physics said:
You mean purely because of math?

Yes.

I see what you mean, since I don't know the length in each sectioning I can't use it like that. I'll jus use 600, with the units lb/ft. Yes?

Yes.
 
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Femme_physics said:
I got it. My friend helped me with the math (the one who's registered as "niece of MD") :)

We use X2 since the length can't be more than 25. Therefor we use FH2 as well.

Aha! So she does still do something every now and then! :)If you're interested, I have a shorter version:
##20 x^2 = 30 (25 - x)^2##
##2 x^2 = 3 (25 - x)^2##

Since x and (25 - x) are both positive distances, we can take the square root and keep the positive versions:
##x \sqrt 2 = (25 - x) \sqrt 3##
##x \sqrt 2 = 25 \sqrt 3 - x \sqrt 3##
##x (\sqrt 2 + \sqrt 3) = 25 \sqrt 3##
##x = \frac {25 \sqrt 3} {\sqrt 2 + \sqrt 3} \approx 13.76##
But my big problem is relating the distance, w0 and FH, to A and B.

I end up with this diagram...

http://img62.imageshack.us/img62/2168/relatings.jpg

Looks good.
But consider that the tensional force is not pointing down, but along the rope.

Since they ask for the tension in the rope in A and in B, you need that
##F_V = {dy \over dx} \cdot F_H##
 
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  • #10
Femme_physics said:
I think I got it, but I don't know what to make out of Fv as far as each of the reaction forces at A and B.

http://img577.imageshack.us/img577/6919/dydx.jpg

You have the result Fv for point B here.
Good.
Oh, but the unit is lb, and not l/ft.

On support B you have the horizontal force Fh and this vertical force Fv.
So what's the total force?
 
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  • #12
Don't you need to add those vectorially? (or did I miss something as I skimmed down through the solution?)

BTW, how did your gripper project turn out?
 
  • #13
Ya know wee go n bada bing, bada boom n we ah atta thereah...day won't know that OldEngr63 hit um!

(You're not supposed to simply add up forces that are perpendicular to each other. ;)
 
  • #14
Ohhhhhhh Ok gotcha, now it makes perfect sense :)

I need to find the resultant vector for each! *smacks forehead*

So

(CALCULATION ATTACHED)

Rb = 9086 lb

Ra = 7735 lb

BADABING BADABOOM I said! :)
BTW, how did your gripper project turn out?

Very, very, SLOWwwww... because of the teacher, not us. We're on our passover holiday right now. And I did eventually use a gripper's PDF guide to get ideas, and basically our main idea is a double-threaded spindle. But, right now, we're still awaiting orders and formulas.
 

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  • #16
Thank you.
 
  • #17
No, thank YOU! a lot. :)
 

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