This section refers to the iterations needed to design shearwalls for the unknown values in order to determine the stiffness and/or capacity needed for load and force distribution, then to go back and redesign based on the new load distribution.
In This Section
Previous Versions
Design Iterations Per Level
Final Design Check
Structural Iteration for Irregularities
See Also
Version 8
Update to CSA 086-09 from CSA 086-01
CSA O86 Design Standard
National Building Code of Canada
Hold-down Types and Properties
Deflection Analysis
Other Engineering Design Issues
Load Distribution and Accumulation
Load Generation
Input and Output
Installation and System Issues
Service Releases 8.1 to 8.4
