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Walt November 17th 06 08:01 PM

Rope and Block Question #1
 
Bart wrote:

Did you study Mechanical Engineering Walt?


No. My degrees are in mathemetics, but I used to teach the budding gear
heads & cement heads this stuff. Or try to anyway - most of them seemed
to just want to memorize formulas.


//Walt

DSK November 18th 06 02:05 AM

Rope and Block Question #1
 
Seems to me that the running part would have to be above horizontal
for the load on the sheave to match the load on the line.



Walt wrote:
Huh? Imagine a horizontal line with 1000 lbs of tension on it.


Sure. It wouldn't be straight though, it would be a catenary ;)


.... It runs
through a block, but the block doesn't deflect the line at all. What's
the force on the block? Zero, right?



Now pull up on the block. As the angle of deflection increases, so does
the load on the block. Eventually it becomes twice the tension (assuming
the tension doesn't change as you change the delfection angle).
Somewhere in between 0 and 2T it equals T.

BTW, I love topological proofs, in case you haven't noticed already.


But that doesn't prove anything, because that's not the
proposed situation. In your proof, if the angle is less than
90, then I'm right.

If the runninag part of the line is below the horizontal,
then the load on the sheave is going to be greater than 1000
lbs because the block is not only supporting the weight but
also opposing the pull of the running part.

Try your proof the other way around, in a way that is
analogous to the situation Bart proposes: Imagine a 1000 lb
weight hanging straight down on a line. Tension = 1000 lb.
Now put a pulley on the line, with no deflection. Load on
the sheave is zero. Now slowly move the pulley sideways & up
such that the angle increases from 0 to 180. Tension on both
parts of the line will always be 1000 lbs but load on the
block will slowly increase from 0 to 2000 lbs (2*T).

You already showed that at 90, load on the block is greater
than 1T; therefor the angle at which load on the block
equals T must be less than 90 ie running part above horizontal.




Or just imagine a bridle with a traveler block. If the angle of the
bridle is 120 degrees, the force on the block is equal to the tension on
the bridle.


And what is the leach tension? Does it affect the jib luff?

DSK



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