Intent 1:
To limit the probability of:
- failure of steel-rod ties, or
- inadequate lateral load distribution, which could lead
to failure of the connection between intersecting walls.
This is to limit the probability of an inability to transfer
lateral loads from framed walls to intersecting walls, 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.
This is to limit the probability of:
- compromised structural integrity of masonry construction,
- where masonry construction is part of an environmental
separator, the displacement or failure of required environmental separation
elements, which could lead to deterioration, or
- an inability to resist expected loads, which could lead
to:
- the excessive movement or deformation of walls, or
- the excessive deflection or vibration of floors.
This is to limit the probability of:
- compromised operation of doors or windows required for
egress in an emergency, or
- persons losing their balance, tripping or falling.
This is to limit the probability of harm to persons.