Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 9.2 and may not reflect current behavior.
In order to include the portion of an end wall that is beneath a gable end as part of a shearwall, for the purpose of hold-down force calculations, the program now calculates the wall height at a gable end as being the distance from the base of the wall to the height of the sloping roof at the end of a wall segment.
The average of the heights at both ends of the segment under a gable end is used as the moment arm h in the hold-down force calculation R = vh, where R is the hold-down force and v is the shear per unit foot directed horizontally. Previously the height of the upper level was used as the wall height. Refer to the Shearwalls Help topic Hold-down Forces for further explanation.
The program created wall design groups based on hold-down information such as "number of brackets”, hold-down type, and number of end studs. It no longer does so for the following reasons:
In some rare instances, when running a design you get an inaccurate message saying that due to a change in the structure, the last design is no longer valid, and asking you to design again. If you choose to design again, the design proceeds without a problem. This problem has been corrected.