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9.17.5.1.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Unit masonry 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:
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Intent | Intent 1: To limit the probability that the performance of the masonry
units used, with respect to their properties and compressive strength, will
fall significantly below expectations. 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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