December 12, 2011 – Service Release Patch 1e
This service release was released as a “patch” that could be downloaded into the Design Office installation or the Sizer Stand-alone installation.
WoodWorks has added a proposed Southern Pine database file corresponding to each of the dimension lumber database files. This material database contains all the same information as the standard lumber databases, except that the Southern Pine species has revised values, and does not include the Dense and Non-dense grades.
The revised values are taken from the Southern Pine Inspection Bureau (SPIB) Proposed Design Values, based on the SPIB submittal to the American Lumber Standard Committee (ALSC) in October 2011. These values are still pending approval by the ALSC Board of Review.
The program would shut down after trying to design any member that has a beam bearing support made of Southern Pine timber. This has been corrected.
Starting with version 9 of the program, point loads that were created by "Repeating Point Loads", were saved with the project file. This has been corrected.
Unknown design searches would sometimes report sections as passing, but performing a full design on the section results in a failed design. This was because Sizer was assuming the same load combination would be critical for the design of all sections. However, sometimes the section size does influence the critical loading, such as the distance d for which one ignores the effect of loads in determining critical shear. In rare cases they can cause the critical load combination to change from one section size to another, so that the program is designing for a non-critical combination. This has been corrected and the program determines the critical combination for each section considered
The new load format for self-weight (see Change 80, version 9.1) did not make sense for columns, as it referred to horizontal "weight" and not axial weight. This has been corrected.
A note in database editor input for glulam materials states that Emin = 0.528E.
If a project had a supporting member with a material type whose database file no longer is active in Sizer, the program would not open. To correct this, a message box informs you that a database file is missing, and you can still design with only the main member bearing being considered for the supports that have the missing material data.
The program was selecting “unknown” when there was only choice of width (thickness), when it should have selected the single width. This affects joist and wall databases that have only 2” thicknesses.
Concentrated Loads can now be saved as part of the default loads that were introduced with USA 9.
Starting with version 9, the program did not save concentrated loads to file project file. This has been corrected.
For version 9.12 (Change 90), the program added the units in mpi or psi to the modification factor table heading. Since these don't apply to I-Joists, they were removed for them