- Location
- SF Bay Area
I highly trust my rope, saddle, and carabiners. I’m way more worried about the quality of any given tie-in point. Unlike our equipment, whose limits have been rigorously tested, a TIP is basically an educated guess about a branch’s load carrying capacity.
In addition to load-testing, I’ve started self-enforcing a rule of always climbing straight up to the TIP for an up-close inspection before doing any work. I’ve been thinking: Since I’m there, why not connect a short second line to the TIP and attach it to a nearby, but separate, branch union/crotch. Tension it just enough to remove any slack. If the main TIP branch failed, I’d have a backup.
Am I being over cautious? I’ve not seen statistics about TIP failures, but the “all or nothing” nature of them makes me think this simple hedge might be worthwhile.
In addition to load-testing, I’ve started self-enforcing a rule of always climbing straight up to the TIP for an up-close inspection before doing any work. I’ve been thinking: Since I’m there, why not connect a short second line to the TIP and attach it to a nearby, but separate, branch union/crotch. Tension it just enough to remove any slack. If the main TIP branch failed, I’d have a backup.
Am I being over cautious? I’ve not seen statistics about TIP failures, but the “all or nothing” nature of them makes me think this simple hedge might be worthwhile.