This information has been archived because it is outdated and no longer relevant.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.
9.23.10.1.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS1 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Minimum size and spacing of loadbearing and
non-loadbearing wall studs, in wood-frame constructions
to which Section 9.23. applies [see Sentence 9.23.1.1.(1) for
application of Section 9.23.]. |
Top of Page | |
Intent | Intent 1: To limit the probability of an inadequate cross-sectional
area or excessive slenderness, which could lead to an inability to resist
expected gravity and lateral loads, which could lead to excessive deflection
or failure. 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 |