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Engineering Design

Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 9.2 and may not reflect current behavior.

  1. Wall Height at Gable Ends for Hold-down Force Calculation (Bug 2465)

    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.

  2. Creation of Wall Groups due to Hold-down Data (Bug 2323)

    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:

  3. Extraneous Message when Running a Design (Bug 2439)

    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when running a design you get an inaccurate message saying that due to a change in the structure, the last design is no longer valid, and asking you to design again.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.

In This Section

Loads and Load Generation

Data Input and Program Operation

Output and Graphics

See Also

Version 9.2

Versions 9.21, 9.22 and 9.25