This information has been archived because it is outdated and no longer relevant.
Information identified as archived on the Web is for reference, research or recordkeeping purposes. It has not been altered or updated after the date of archiving. Web pages that are archived on the Web are not subject to the Government of Canada Web Standards. As per the Communications Policy of the Government of Canada, you can request alternate formats on the "Contact Us" page.
9.20.2.1.(1) | Application | Intent |
OS2 | OP2 | OH1 | OS3 | OS1 | OH4 | OP1 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Masonry units, in buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9], used in:
Exceptions:
except as stated in:
|
Top of Page | |
Intent | Intent 1: To limit the probability that performance, with respect
to loadbearing capacity, water transfer and freeze-thaw resistance, will fall
significantly below expectations, which could lead to an inability to resist
expected gravity or lateral loads, as well as moisture or temperature 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.
|
Top of Page |