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9.17.3.2.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Provision for, material and minimum size of, top and
bottom plates for steel columns, in buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9], that are used to support:
Exceptions:
except where columns support steel beams and provision is made
for the attachment of columns to beams.
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Intent | Intent 1: To limit the probability of inadequate end bearing area,
which could lead to excessive localised stress, which could lead to:
This is to limit the probability of:
For floors and elements supporting floors, this 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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