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9.4.4.2.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Design capacity of foundations,
in buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9], where the bearing
capacity of soil that is within a distance of twice
the footing width below the bearing surface of
the footing is lower than the bearing capacity of the soil at
the bearing surface of the footing.
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Intent | Intent 1: To limit the probability that an excessive design capacity
of foundations will lead to soil subsidence, 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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