- AISC360-10 Shear Check, rectangular built-up sections were not calculated;
- Stress conversion issue for plate elements with negative normal;
- AISC360-10 Torsional Check – warning for division on zero (open sections);
- Wrong constraints nodes were read in the Joint Finder tool (Ansys);
- Failed to calculate Governing Loads / Peak Finder for beams with mid-side node;
- Break Page options in the report designer were not loaded correctly from the project file;
- Governing Loads / Peak Finder for Line Element Forces (beam moments/forces) were based on Max result and not Absolute Maximum;
- Elements without results (rigid, mass, etc.) in a classification plot were included (Femap);
- Check Calculation Details failed to display for checks with replacements;
- Plate Buckling module required Beam Buckling Module to load the project;
- Report Designer. Import from other reports issue;
- Break Page options in the report designer were not loaded correctly from the project file;
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