This information has been archived because it is outdated and no longer relevant.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.
9.3.1.1.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 | OS1 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Design, mixing, placing, curing and testing of cast-in-place
concrete that is not required to be reinforced that is used in:
This applies to buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9].
Exceptions:
except as stated in Sentence 9.3.1.1.(2), which applies to
unreinforced site-batched concrete.
|
Top of Page | |
Intent | Intent 1: To limit the probability of the inadequate performance or
premature failure of concrete under expected environmental or structural loads.
This is to limit the probability of the excessive deformation of
concrete, which could lead to:
Where concrete elements support wood-frame floors, this is to limit
the probability of deflection or vibration of such floors, which could lead
to negative effects on the psychological well-being of persons.
|
Top of Page |