Connections at each level resist shear (sliding) forces; masonry veneer up to N3 needs no specific shear connections, and nominal, tie-down and bracing connections usually suffice elsewhere; otherwise bottom plates to slabs (N4 anchors), joists to bearers or walls, bearers to supports and joists and bearers generally get the specific connections calculated from the shear force tables and procedure.
The graph holds this control, the 0 it maps to, and the evidence behind each claim, over MCP and REST.