This information has been archived because it is outdated and no longer relevant. This information has been archived because it is outdated and no longer relevant.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.
9.20.1.2.(2) | Application | Intent |
| + |
| Application | Application 1: Loadbearing above-ground
masonry elements in above-ground, nominally reinforced masonry and masonry
veneer walls, in regions where the seismic spectral response acceleration,
Sa(0.2), is greater than 0.35 and less than or equal to 0.55, in buildings 3 storeys in building height to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9], where:
Exceptions:
except as stated in Sentence 9.20.1.1.(2), which applies to
masonry walls other than those described above, or where the masonry is designed
for specified loads on the basis of ultimate and serviceability limit states.
|
| Top of Page | |
| Intent | Intent 1: To state, in part, the application of Subsection 9.20.15.
|
| Top of Page |