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9.4.4.1.(1) | Application | Intent |
| OS2 | OP2 | OH1 | OH4 | OS3 |
| Objective | OH4 Vibration and Deflection Limitation |
| Attribution | |
| Application | Application 1: Design of footings for shallow
foundations, in buildings to which Part
9 applies [see Sentence 1.3.3.3.(1) of Division A for application of
Part 9]. |
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| Intent | Intent 1: To limit the probability that an inadequate design will
lead to the overloading of footings, which could lead to excessive subsidence
of the soil under the footings, which could lead to the cracking of foundations
or building superstructures. This is to limit the probability
of:
For floors and elements supporting floors, this is to limit the
probability of excessive movement, deflection or vibration of floors, which
could lead to negative effects on the psychological well-being of persons.
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