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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Ginpole\s+for\s+20\s+foot\s+sections\s*$/: 60 ]

Total 60 documents matching your query.

21. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n2mg@contesting.com (Mike Gilmer - N2MG)
Date: 13 Jun 2001 09:06:35 -0700
Nothing "magical" about it... http://www.howstuffworks.com/pulley.htm has some good graphics although no description of the force on the fixed pulley (our ginpole), so one needs to sum up all the "do
/archives//html/Towertalk/2001-06/msg00287.html (14,717 bytes)

22. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: hwardsil@WOLFENET.com (Ward Silver)
Date: Wed, 13 Jun 2001 09:10:48 -0700 (PDT)
Correct you are! The minute Lightweight Larry begins his fateful upwards journey, the whole equation changes. Any downwards tension beyond his weight disappears in that situation. "And then, while I
/archives//html/Towertalk/2001-06/msg00288.html (10,226 bytes)

23. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k2av@contesting.com (Guy Olinger, K2AV)
Date: Wed, 13 Jun 2001 12:18:30 -0400
The reduction mechanism of a ganged pulley system is in the number of feet of rope the worker pulls in as a ratio to the distance the load travels. In a two to one system the worker pulls 200 feet of
/archives//html/Towertalk/2001-06/msg00289.html (10,708 bytes)

24. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k1ttt@berkshire.net (David Robbins)
Date: Wed, 13 Jun 2001 16:27:41 +0100
start with this, a single pulley at B with a 300lb load at C and a 300lb person at A holding it off the ground. there is 300lb of tension in the rope to hold the load up, so at B there is 300lb pulli
/archives//html/Towertalk/2001-06/msg00290.html (14,293 bytes)

25. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n4kg@juno.com (n4kg@juno.com)
Date: Wed, 13 Jun 2001 11:02:59 -0600
N4KG comments / questions inserted below. How is this 2:1 mechanical advantage achieved? Scenario 1 - End of rope is attached to the frame of the top pulley. Rope runs down to Second pulley with hook
/archives//html/Towertalk/2001-06/msg00291.html (17,183 bytes)

26. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k2av@contesting.com (Guy Olinger, K2AV)
Date: Wed, 13 Jun 2001 13:23:30 -0400
See other post on how advantage achieved. A gin pole is just a device to give an attachment opportunity high enough above already accomplished structure to allow fixing various lifting devices to con
/archives//html/Towertalk/2001-06/msg00294.html (10,329 bytes)

27. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k1ttt@berkshire.net (David Robbins)
Date: Wed, 13 Jun 2001 17:37:39 +0100
i have not had a need to do it, but a 2:1 arrangement would also be easy to do. all you need to do is tie one end of the rope to the top of the pole, run through a single moving pulley where you atta
/archives//html/Towertalk/2001-06/msg00295.html (11,603 bytes)

28. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n2mg@contesting.com (Mike Gilmer - N2MG)
Date: 13 Jun 2001 10:40:39 -0700
Why is this NOT how a gin pole is configured? Even if one ties the fixed end of the rope to the tower (say when lifting a beam or rotator that need not rise above the tower top), one has not material
/archives//html/Towertalk/2001-06/msg00296.html (11,172 bytes)

29. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: mfarrer@tality.com (Mel Farrer)
Date: Wed, 13 Jun 2001 10:38:17 -0700
Just a point of clarity, a gin pole is also the structure that is used to erect an assembled tower/antenna/pole from a horizontal to a vertical position. See other post on how advantage achieved. A g
/archives//html/Towertalk/2001-06/msg00297.html (11,364 bytes)

30. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n4kg@juno.com (n4kg@juno.com)
Date: Wed, 13 Jun 2001 12:17:39 -0600
I agree completely with your analysis Guy. Which end of the gin pole rope is attached to a "block" ? q.e.d. Bottom Line: The mechanical advantage in a lossless system equals the number of supporting
/archives//html/Towertalk/2001-06/msg00298.html (12,525 bytes)

31. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: ebailley@tscnet.com (Earl Bailley)
Date: Wed, 13 Jun 2001 10:46:48 -0700
Three to one or ten to one advantage via pulley systems all acrue to the puller. Gravity still says to lift up 300 pound up the effect at the pull to point will still be 300 pounds regardless of effo
/archives//html/Towertalk/2001-06/msg00299.html (10,025 bytes)

32. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k2av@contesting.com (Guy Olinger, K2AV)
Date: Wed, 13 Jun 2001 13:47:46 -0400
In that case the already accomplished structure is the base structure, which could be just a hole in the ground, or a ring bracket on the deck of a ship. List Sponsor: Are you thinking about install
/archives//html/Towertalk/2001-06/msg00300.html (10,019 bytes)

33. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n4kg@juno.com (n4kg@juno.com)
Date: Wed, 13 Jun 2001 12:45:39 -0600
More N4KG observations and comments inserted below. The distance traveled is a RESULT of the mechanical advantage, NOT the CAUSE, but can be used to calculate the mechanical advantage. N4KG Note the
/archives//html/Towertalk/2001-06/msg00301.html (11,913 bytes)

34. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: paulfinch@msn.com (Paul Finch)
Date: Wed, 13 Jun 2001 13:24:18 -0500
Hello, So the weight exhibited to the Gin pole at the top pulley mount point is the down force of the load line plus down force it takes to hold the load static at the workers end of the load line? N
/archives//html/Towertalk/2001-06/msg00304.html (13,170 bytes)

35. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: k1ttt@berkshire.net (David Robbins)
Date: Wed, 13 Jun 2001 18:27:30 +0100
wrong... as i pointed out it is possible to get an advantage for both the puller and the pole by the use of a single top pulley and a single travelling pulley. that is the basic 2:1 system where you
/archives//html/Towertalk/2001-06/msg00305.html (10,618 bytes)

36. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: n2mg@contesting.com (Mike Gilmer - N2MG)
Date: 13 Jun 2001 11:34:45 -0700
Yes, right. But this is not, apparently, what N4KG is saying... The kicker is, in your words, "plus down force it takes to hold the load static at the workers end of the load line". In a system with
/archives//html/Towertalk/2001-06/msg00306.html (12,924 bytes)

37. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: ag0n@arrl.net (Gary McDuffie, Sr.)
Date: Wed, 13 Jun 2001 12:36:38 -0600
Hot damn! Someone finally 'splained this so that some of us non-gradgiated folk kin unnerstand it! I knew what was being said was true, but when I tried to put the argument on paper, I couldn't make
/archives//html/Towertalk/2001-06/msg00307.html (10,373 bytes)

38. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: James.E.Brown@lrdor.usace.army.mil (Brown, James E LRDOR)
Date: Wed, 13 Jun 2001 11:50:37 -0700
And what if there are no workers applying "downforce", but instead the end of the line is tied off to a tree, and the load is suspended static? Jim W4LC Hello, So the weight exhibited to the Gin pole
/archives//html/Towertalk/2001-06/msg00309.html (14,327 bytes)

39. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: w7ni@easystreet.com (Stan or Patricia Griffiths)
Date: Wed, 13 Jun 2001 11:39:03 -0700
NO, NO, NO . . . DON'T THINK ABOUT IT. MEASURE IT YOURSELF AND YOU WILL SEE THAT JIM IS EXACTLY RIGHT. If you think I am shouting, you're right. Being polite and subtle doesn't seem to work . . . Obv
/archives//html/Towertalk/2001-06/msg00310.html (15,477 bytes)

40. [TowerTalk] Ginpole for 20 foot sections (score: 1)
Author: w7ni@easystreet.com (Stan or Patricia Griffiths)
Date: Wed, 13 Jun 2001 11:48:12 -0700
Another non-believer who obviously has not tried the experiment and made the measurements. Stan w7ni@easystreet.com List Sponsor: Are you thinking about installing a tower this summer? Call us for in
/archives//html/Towertalk/2001-06/msg00312.html (14,393 bytes)


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