Intent 1:
To limit the probability of an inability to resist
expected gravity and lateral loads, which could lead to:
- the inadequate distribution of vertical loads to and
from studs, which could lead to the excessive deflection or failure
of wall plates,
- inadequate diaphragm action of plates, which could lead
to the excessive deflection of walls, or
- inadequate lateral support of the ends of studs.
Where assemblies are 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.