The program now implements the new shearwall deflection requirements given in 9.7. The details are given in Deflection Analysis with relevant changes also in Hold-down Connections and Shearwall Design Iterations
See Also
CSA O86 Design Standard
Over-capacity Coefficient
Hold-downs in High Seismic Zones
Seismic Drag Strut Force Factor
Unblocked Shearwall Limitations
Importance Factor
OSB Type 2 Sheathing
Update to NBC 2010 from NBC 2005
