Intent 1:
To limit the probability of:
- an inability to resist expected wind loads, and
- where the superstructure is required to provide lateral
support for the foundation, an inability to resist expected lateral
earth pressure loads, which could lead to:
- cracking or differential movement of the foundation,
or
- compromised structural integrity of the foundation.
For floors and elements supporting floors, this is to limit
the probability of:
- compromised structural integrity, or
- where members support or are part of an environmental
separator, the displacement or failure of required environmental separation
elements, which could lead to deterioration.
This is to limit the probability of excessive deflection
or vibration, which could lead to persons losing their balance, tripping
or falling, which could lead to harm to persons.