Warning This information has been archived because it is outdated and no longer relevant.

Archived Content

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.

4.1.5.9.(2)
+
Application
Application 1: 
Reduction of the uniformly distributed live loads specified in Table 4.1.5.3. for the design of structural elements supporting a tributary area of floor, roof or combination thereof that is greater than 80 m2 and is used for:
This applies to buildings described in Sentence 1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9] that are required to be designed in accordance with the requirements of Part 4.
Top of Page
Intent
Intent 1: 
To supersede the application of Sentence 4.1.5.3.(1) and allow a reduction in the uniformly distributed live load specified in Table 4.1.5.3., taking into account the maximum expected accumulation of weight due to people and objects on the tributary area supported by the structural elements.
Top of Page