This information has been archived because it is outdated and no longer relevant.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.
4.1.7.3.(1) | Application | Intent |
OS2 | OP2 | OH4 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | |
Top of Page | |
Intent | Intent 1: To limit the probability that:
This is to limit the probability that the
high forces in critical structural elements (e.g. structural columns sensitive
to building torsion, web diagonals of roof trusses) will be undervalued in
the calculations, which could lead to the excessive vibration or excessive
deflection of the building structure, which could lead to negative effects
on the psychological well-being of persons.
|
Top of Page |