Note that several of the changes in this section depend on the seismic load generation value IEFaSa(0.2). IE, Fa , and Sa are defined in NBC 4.1.8.5(1), 4.1.8.11(6), and 4.1.8.4(1), respectively. It is shown above the Seismic Irregularities table.
See Also
Version 8
CSA O86 Design Standard
National Building Code of Canada
Hold-down Types and Properties
Deflection Analysis
Shearwall Design Iterations
Other Engineering Design Issues
Load Distribution and Accumulation
Load Generation
Input and Output
Installation and System Issues
Service Releases 8.1 to 8.4
