Calculating forces vectors etc?

In summary, The conversation pertains to calculating forces, particularly on guy wires A and B, when using side rope techniques to fell leaning trees. The force on each wire is dependent on various factors such as wind, ground conditions, tree weight, and lean. Using one rope, the required tension for rope A is 0.88T and for rope B is 1.5T. If two ropes are used, the analysis becomes more complex and requires methods from structural analysis.
  • #1
Ekka
11
0
Calculating forces ... vectors etc?

Hi all, I need to figure this out but I also need answers.

I'm a tree guy and our fields cross paths in many instances when coming to rigging forces.

In this diagram I have substituted a leaning tree for a steel beam which has a swivel under it so it can fall where-ever it wants.

I need to know what force would be on guy wire A or guy wire B ... don't worry about the other guy wires just make like the thing is perfectly balanced in the other planes.

The idea here is we use side rope techniques to fell leaners like that and it would be good to know what amount of force would be put on those side ropes. So besides getting a flat out answer which would be good I also would like to know how to work this out for future trees.

If this has already been explained somewhere etc I appologise for duplication and welcome your pleasant directions.
 

Attachments

  • vector example.JPG
    vector example.JPG
    28.3 KB · Views: 515
Engineering news on Phys.org
  • #2
Ekka said:
I need to know "what force would be on guy wire A or guy wire B "... .


Does that mean only one of the guy wires will actually be attached or both of them?
 
  • #3
This is a structural analysis, which really can't be taught here. You can get a statics book and study how to conduct such an analysis.

Also, for your logging application there are many variables that will affect the answer, such as wind and ground conditions and the actual tree weight and lean.

For your example, and assuming only using one rope, rope A needs to be 0.88T, and rope B needs to be 1.5T. If you use two ropes, the analysis gets quite complicated.
 
  • #4
If the the tensions are not the same, then this is a hyperstatic problem of degree 1. You'll need to use other methods relying on the deflection and constitutive relations of the material. Look in any Structural Analysis book.
 

Similar threads

Replies
17
Views
4K
Replies
5
Views
5K
Replies
2
Views
4K
Replies
12
Views
2K
Replies
6
Views
1K
Replies
9
Views
1K
Replies
6
Views
8K
Back
Top