In alternate load‑path narratives for disproportionate‑collapse avoidance, why is horizontal tie continuity highlighted beyond merely upsizing seismic factors?

Choices

• (A) Random column splices suffice
• (B) Catenary and arching redistribution needs collector ties bridging removed supports
• (C) Deflection polishing alone rewires shear paths
• (D) Delete all nonstructural cladding references