Sentence 9.20.11.2.(2)

Intent 1:

To limit the probability of:

• inadequate interlocking of supporting walls with supported walls, and
• concentrations of stress at points of connection.

This is to limit the probability of failure of connections between intersecting walls under lateral loads, which could lead to an inability to transfer lateral loads from masonry walls to intersecting walls intended to provide lateral support, which could lead to inadequate lateral stiffness, which could lead to an inability to resist lateral loads or inadequate distribution of gravity loads, which could lead to cracking or buckling.

Where masonry construction is required to provide fire resistance, this is to limit the probability of compromised fire resistance of the assembly, which could lead to harm to persons.