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9.20.11.3.(2) | Application | Intent |
OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Anchorage and shape of ties for transverse wood-frame
walls providing lateral support to above-ground masonry walls, in buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9]:
Exceptions:
except as stated in Sentence 9.20.1.1.(2), which applies to buildings other than described above, or where the masonry
is designed for specified loads on the basis of ultimate and serviceability
limit states.
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Intent | Intent 1: To limit the probability of inadequate lateral stiffness
of framed walls, which could lead to an inability to resist lateral loads
or inadequate distribution of gravity loads, which could lead to cracking
or buckling. 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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