... Cheers, Mark. Always the gentleman!
Hi Nick,
sorry I didn't reply to your question on the TCI thread, I'm suffering from the post-trade show low. Gets me every time, same as after TCC's. Just really hard to get back to the daily grind.
The presentation at TCI that I did with Chris Cowell was part of an on-going series of workshops about hands-on work safety and good working standards. We did the redirect workshop in Augsburg during the Augsburger Baumpflegetage at the Climbers' Forum in March the first time. It's essentially looking at how forces change and in-/decrease when working with redirects.
The format we've chosen uses a combination of power-point and a climber in the tree running parallel, i.e. as things are coming up on the screen, they're also being demoed in the tree. We felt this contibuted to linking theory to everyday work situations.
We've reworked the presentation with Andi Detter, who is one of the guys responsible responsible for the physics behind Freeworker/Sherrill's rigging software. I reckon he's one of the most knowledgeable people in this area I've talked to so far. The forces we're discussing here are of a very complex, compound nature. Add to that the chaotic element that trees are and you end up with something that is very hard to quantify. Essentially we were intersted in trying to give people some hands-on rules of thumb, pointers to back up gut-feelings.
As there are so many variables and unknowns, it turned out this isn't so easy. Obviously, one key issue we have to consider is bending moment imposed upon the anchor points, we also have to look at the type of redirect used and the direction of force vectors.
Further we have to deceide whether we're looking at the whole tree or just individual parts, i.e. limbs. In order not to completely overload people we choose the latter. In this case what is central is the angle, that the line takes between the main anchor and the redirect. 90° will induce max. bending moment, as that angle in- or decreases the load will lessen. The force vectors and their resultants are also key-players. Is the redirect limb being compressed or cross-loaded? Ideally you're trying to place the anchors in such a way as to compress the limb. The resultant of the two vectors (your line either side of the redirect) will, in this case, bisect the angle between them. If that coincides with the limb, bingo, you're in compression mode.
Crumbs... I think if I hadn't just written that, I'd be very confused. /forum/images/graemlins/icon310.gif Doing these workshops makes me realise every time how complex these issues are. They're hard to explain, hard to set up and hard to understand. Every time I've understood something new, new questions crop up. But that's OK - we're not physicists, we're arborists, but we should work with people who can further our understanding of the issues. We should also be careful how we portray them. A "it's really easy, just stick up a sling and a carabiner, hey presto.... easy as eating cake"-mentality is, taking all of the above into acount, a gross oversimplification.
I think it's an on-going discussion, the more imput into the matter the better. Some answers we'll never have, or be able to quantify precisely, but we should be able to understand the underlying principles well enough to be able to work with them safely.