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5.1.4.1.(1) | Application | Intent |
| OH1 | OS3 | OH4 | OS2 | OS1 | OS2 | OH1 | OH4 |
| Objective | OH4 Vibration and Deflection Limitation |
| Attribution | |
| Application | Application 1: Resistance to deterioration and structural loads,
as well as the effects of those loads, of building materials,
components, assemblies and their interfaces described in Sentence 5.1.2.1.(1) that
are installed in buildings to which Part 5 applies
[see Sentence 1.3.3.2.(1) of Division A for application of Part 5].
Application 2: This also applies to cladding assemblies installed
on buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9] where:
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| Intent | Intent 1: To limit the probability of an inadequate resistance to
expected structural loads, which could lead to insufficient strength, which
could lead to:
This is to limit the probability of excessive
deflection or vibration of floors, which could lead to negative effects on
the psychological well-being of persons.
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