To limit the probability that the performance of detached buildings, with respect to longitudinal or torsional stiffness, will fall significantly below expectations, which could lead to an inability to resist expected loads transferred from the superstructure to individual foundation elements.
Where elements support or are part of an environmental separator, this is to limit the probability of excessive deformation, which could lead to damage to the superstructure, which could lead to:
This is to limit the probability of:
This is to limit the probability of:
This is to limit the probability of harm to persons.