Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 10.0 and may not reflect current behavior.
The following miscellaneous changes to the output were not associated with features listed under the major categories in the rest of this list.
The legend to the Wind Shear Load table has been reformatted to appear on separate lines for readability. Explanation for low-rise windward corner added, along with design code references.
The legend to the shear results table for the height to width factor refers to SDPWS Table 4.3.4 notes 2 and 3, when it should be 1 and 3. This has been corrected.
Obsolete references to IBC design code clauses were removed from table notes about shear increases for certain spacings and nailing patterns in the Materials table.
Design code references for wind load cases added to the legend..
The note about irregularities under the Hold-down Design table now comes before any warnings and is not in red if warnings are output.
References to wind load cases have been removed from the legend to the Drag Strut table for seismic design.
An overall header has been added to the log file identifying it as the WoodWorks Shearwalls Log file and giving the file name and design code editions employed.