This information has been archived because it is outdated and no longer relevant. This information has been archived because it is outdated and no longer relevant.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.
9.20.9.3.(2) | Application | Intent |
| OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
| Objective | OH4 Vibration and Deflection Limitation |
| Attribution | |
| Application | Application 1: Maximum spacing of masonry units that bond the wythes
of above-ground masonry walls that consist of 2 or more wythes, in buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9]:
Exceptions:
except:
|
| Top of Page | |
| Intent | Intent 1: To limit the probability of inadequate load distribution
among the wythes of masonry-bonded, multiple-wythe walls, which could lead
to an inability to resist transverse or vertical loads, which could lead to
cracking or buckling. 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 |