This information has been archived because it is outdated and no longer relevant.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.
4.1.8.15.(6) | Application | Intent |
+ |
Application | Application 1: Design forces for the Seismic Force Resisting System
when the Rd and Ro values conform to Table 4.1.8.9. and
the foundation is designed in accordance with Sentence 4.1.8.16.(1).
Exceptions:
|
Top of Page | |
Intent | Intent 1: To supersede the requirements of Article 4.1.8.11.,
which applies to the Equivalent Static Force Procedure, and of Article 4.1.8.12.,
which applies to the Dynamic Analysis Procedure, and limit the design forces
for the elements of the Seismic Force Resisting System to the maximum values
corresponding to the force for which the rocking foundation is designed.
|
Top of Page |