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Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 9 and may not reflect current behavior.
The ability to input hold-down connections to Shearwalls from a hold-down database for use in design for overturning forces and for deflection analysis has been added to the program. Previously Shearwalls reported hold-down forces at each hold-down location, but did not specify the hold-down connections used.