[TowerTalk] Tower guy line Anchor Positions
Lux, Jim
jim at luxfamily.com
Sat Jan 23 13:37:39 EST 2021
On 1/23/21 9:54 AM, Grant Saviers wrote:
> I agree with Scott. Not an expert, but likely took the same statics
> course.
>
> The total tension in each guy varies according to its angle with the
> tower in order to make the horizontal tensions the same. If they
> (horizontal) are then a tower should be plumb or something else is
> happening.
>
> A limiting factor in decreasing the angle is to not exceed the total
> vertical load rating = dead loads plus vertical tension component of
> all guys plus wind load converted to vertical by the guys
> (approximately speaking since the real stress calcs are more involved).
Here, though, KB8NNN is moving the anchor *away* so he'll need to reduce
the tension in that one, and that will reduce the vertical load - which
is a *good* thing.
>
> Another choice to avoid a driveway or to mow under is a elevated post
> tie off for the guy that achieves the same angle with the tower for
> all guys. It does need to be buried plus dead weight or back guyed to
> resist the overturning moment. Plus strong enough. More than statics
> 101 needed.
>
> Grant KZ1W
>
>
> On 1/23/2021 09:14, K9MA wrote:
>> Keep in mind that, unless the tower is very stiff, the horizontal
>> component of the tension in all the guy wires will be equal. That
>> means that if the anchor points are not equidistant from the tower,
>> the total tension in the guy wires will not be equal. The greatest
>> tension with be in the guy wire anchored closest to the tower. That
>> suggests that the tension in that guy wire should be the usual 10
>> percent or so of breaking strength, and let the others fall where
>> they may, as long as the tower is plumb.
>>
>> This is all from Statics 101 many years ago and simple trigonometry.
>> The real tower experts on this list may disagree, and I'd defer to them.
>>
>> 73,
>> Scott K9MA
>>
>> On 1/23/2021 8:34 AM, R. David Eagle via TowerTalk wrote:
>>> Hello,
>>> I am considering putting up my Glen Martin Tower with Hazer that I
>>> purchased from an estate a couple years ago and after careful
>>> measurements and drawing everything out, I have noticed that I may
>>> have to extend an anchor point out a little to clear a parking
>>> area. Now, this is only a 40' tower....So how critical is it that
>>> ALL anchors be distanced from the base equally? OR just maintain
>>> tensions? Good ol physics.
>>> Any help would be appreciated...
>>> Thanks,
>>> DaveKB8NNU
>>> _______________________________________________
>>>
>>>
>>>
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>>
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