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9.15.3.6.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Minimum width of concrete strip footings for interior loadbearing masonry walls, for foundations for buildings to which Section 9.15. applies
[see Sentence 9.15.1.1.(1) for application of Section 9.15.].
Exceptions:
except as stated in:
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Intent | Intent 1: To limit the probability of insufficiently wide strip footings,
which could lead to compressive failure and excessive settlement of underlying
soil, which could lead to structural damage to the foundation and the building,
which could lead to an inability to support vertical building loads or lateral
earth loads. 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, which could lead
to negative effects on the psychological well-being of persons.
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