How incoming and outgoing rope tension combine at a redirect, and what the anchor above it actually feels.
LOAD PATH — DIRECTIONAL / REDIRECT
CONTROLS & READOUT
| Deviation | Multiplier | ≈ Force |
|---|
Below ~60° of deviation, the resultant stays under the line tension itself. Past that, the redirect starts carrying more load than either rope segment alone — the anchor above it has to be rated and placed accordingly.