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The program did not subtract the hold-down offset from the moment arm when calculating overturning hold-down forces, despite the fact that O86 9.5.6.1 requires it and that the disabled checkbox in the Hold-down settings indicates that it is to be subtracted.
Since 9.5.6.1 says you should use the centre of the end stud as your hold-down offset for moment arm calculations, we now allow you to use the centre of the end wall stud assembly that you input in Wall Input View for each wall in the structure. A checkbox in the Hold-down settings is used for this. The default value is to be checked.
When drawing, the program now draws the tension side hold-down at the full stud thickness from the wall end, because it depicts the bracket, not the center of the bolt through the studs.