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Drag Strut and Hold-down Note
In both the Drag strut and Hold-down Forces table of the Design Results, and Elevation View, a note has been added to indicate that the user choice in the Design Settings of Applied Load for hold-down and drag strut force has been over-ridden by Shearwall Capacity for seismic irregularities due to NBC 4.1.8.15 (2).
Dissimilar Materials in Elevation View (Issue CSW7-36)
If walls with dissimilar materials exist on the same shearline, then the program shows the materials for the strongest wall. Note that this wall may not be composed of the heaviest materials, due to the affect of the Jhd factor.
There is now also a note in this view indicating that you should consult the design results for the materials for each wall on the line.