Anchorage type and location depend on the task and the structure; some structures cannot give adequate strength, and other protection methods based on risk assessment are then needed. Minimum ultimate strengths in the direction of loading (Table 3.1, or AS/NZS 5532 after Amendment 1): single-point anchorage for free fall-arrest of one person 15 kN; two people on one anchor 21 kN; limited free fall-arrest, rope access anchors included, 12 kN; restraint technique 15 kN where the worst-case fall would be a free fall and 12 kN where it would be limited free fall; horizontal lifeline intermediate anchorages 12 kN where diversion is under 15 degrees and 12 kN plus the horizontal fall-arrest force component times a safety factor of 2 where it is 15 degrees or more; end anchorages per clause 6.2.4. Where practicable, one-person single anchors should be rated 15 kN whatever their category. Ultimate strength means the anchorage may yield at the load but must not fail.
The graph holds this control, the 0 it maps to, and the evidence behind each claim, over MCP and REST.