On 5/29/19 6:24 PM, Ted Bryant W4NZ wrote:
It has been a long time since I've had to solve a Statics and Dynamics problem.
But I believe there are some missing elements in the analysis.
For example. with the lifting point at 10 feet from the fixed or pivoting end of the 40ft tower and a 50 lb load at the very end of the tower, 30 ft from the lift point, simple physics says that you have a lever arm of 1500 ft-lbs (30ft x 50lb) downward force applied at the lift point.
That's accounted for.. 50 lbs * 40 ft = 2000 ft lbs moment
At the 10ft point, ignoring the tower, you'd need to lift up with 200
lbs to get the same 2000 ft lb moment (200 lbs * 10 ft).
If you want to do it as a lever, it's the ratio of the distances, 4:1,
is inversely proportional to the force you need to apply, 1:4.
Adding the tower weight (40lb/section * 4 sections = 160 lb), you can
consider it as all being at half the length (20 ft).
So the moment is 160 lb * 20 ft = 3200 ft lb
As a check, ignoring the 50 lb on top...
If you picked the tower up at the 20 ft point, you'd need to exert a
force of 160 lbs (just lifting it).
Instead, you're picking it up at the 10 ft point, so you need twice as
much force: 320 lb.
I don't see that force accounted for is this analysis. Even this
simple calculation ignores the considerable leverages at the lift point
caused by the weight of the tower sections themselves, possibly as much
as an additional 1800 ft-lbs. All this is way more than the 520lb
vertical force mentioned below. Even ignoring the flexing of the tower
itself, lifting 3300 lbs at a 45 degree angle and from a height of only
10 feet, you have a serious problem.
Not accounting in advance for all the forces acting on even a small tower such
as this can cause a very dangerous situation. Before attempting a project like
this I would strongly urge you to seek the help of a professional mechanical
engineer.
Safety first!
73, Ted W4NZ
-----Original Message-----
From: TowerTalk [mailto:towertalk-bounces@contesting.com] On Behalf Of jimlux
Sent: Wednesday, May 29, 2019 12:52 PM
To: towertalk@contesting.com
Subject: Re: [TowerTalk] Calculating Forces for Tilting tower
On 5/29/19 8:15 AM, charlie@thegallos.com wrote:
Hey Gang,
This isn't a snark answer - this is me trying to learn, I'm NOT an
engineer (although some call me a 'software engineer' - bah)
Where do those 2x and 4x numbers come from? I _ASSUME_ it is standard
engineering "stuff". Now I have a Machinery's Handbook, and a Marks
Manual sitting here - is there a section where I can look this up, so I
can understand it?
You analyze this in terms of the moments which are Force times distance.
The tower is 160 lb (4* 40lb/sec, and you can assume it's uniformly
distributed along the length, so it's the same as a point mass at half
the length.
The load is 50lb and at the end of the 40 ft tower.
So the moment is
160 *20 = 3200 ft lb
50 * 40 = 2000 ft lb
or 5200 ft lb.
In order to just lift it, you need to figure out what force is applied
at the 10 ft mark.
5200/10 = 520 lb (pulling straight up).
You're not pulling straight up, though, you're using a cable from a
winch attached to the garage wall.
For simplicity, let's assume the winch is at 10 ft also, so the cable is
at 45 degrees when the tower is on the ground.
The tension in the cable is 520 lb/cos(45) = 735 lb.
Now, what's the horizontal force on the garage wall? Since it's 45
degrees, it's exactly equal to the vertical force on the tower. 520 lb.
I'm assuming it is the simple ftlb model, with the ratio of the 10ft and
40 ft, but that doesn't seem to take into account any vectors on the
load too (of course that gives you a nice safety factor, always a GOOD
thing)
73 de KG2V
<snip>
if the 'hinge' is at ground level and your winch is at the 10'
level, the total force of those two loads will be:
2x the tower load PLUS
4x the 'top' load.
that's quite a bit for the position of the winch .. AND .. if the
winch is connected to the garage, it just might pull the garage
wall down.
73
Don
N8DE
<snip>
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