This information has been archived because it is outdated and no longer relevant.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.
9.23.6.2.(2) | Application | Intent |
OS2 | OP2 | OH4 | OS3 | OH1 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Anchorage of exterior columns and posts, or of supported
joists or beams, in wood-frame constructions to which Section 9.23. applies
[see Sentence 9.23.1.1.(1) for application of Section 9.23.],
where:
Exceptions:
except as stated in Sentence 9.23.6.2.(3), which applies to
columns or posts supporting small, single storey balconies,
decks, verandas or other exterior platforms that do not support a roof and
where movement will not adversely affect the structure to which the platform
is attached.
|
Top of Page | |
Intent | Intent 1: To limit the probability of an inability to resist expected
wind and lateral loads, which could lead to platforms lifting or sliding off
foundations. For floors and constructions supporting
floors, this is to limit the probability of:
This is to limit the probability of excessive movement, vibration
or deflection of floors, which could lead to negative effects on the psychological
well-being of persons.
|
Top of Page |