Why do capacity-design narratives for BRB lateral systems usually concentrate intended yielding in the brace cores rather than spread plasticity evenly across arbitrary connections?

Choices

• (A) Route all curvature into architectural trims
• (B) Organize hysteretic deformation into dependable brace fuse elements limiting competing plastic hinge crowding
• (C) Delete storey-drift assurance checks
• (D) Assume uniform softness on every framing line without hierarchy