This information has been archived because it is outdated and no longer relevant.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.
9.17.3.1.(2) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Design of steel pipe columns that have a diameter
of less than 73 mm or a wall thickness of less than 4.76
mm, in buildings to which Part 9 applies
[see Sentence 1.3.3.3.(1) of Division A for application of Part 9], that
are used to support:
|
Top of Page | |
Intent | Intent 1: To limit the probability that columns will be unable to
resist gravity expected loads transmitted through beams, which could lead
to the structural failure of columns. This is to limit
the probability of:
For floors and elements supporting floors, this to limit the probability
of excessive deflection or vibration of floors, which could lead to negative
effects on the psychological well-being of persons.
Intent 2: To modify the application of Sentence 9.17.3.1.(1).
|
Top of Page |