What’s New in SDC Verifier

We’re constantly improving SDC Verifier to keep it at the forefront of structural engineering. Each new release brings innovative features, updated standards compliance, and bug fixes.

Here you can find detailed information about the latest developments in the newest version of SDC Verifier. Explore what’s new and see how these updates can support your design and verification work.

Improvements

#New release
  • Progress was added to a report designer;
  • Report Designer performance was improved;
  • Load Set Content in the report designer performance issue (count > 1000);
  • Warning message if wind selection contains elements outside the height range;
  • Highlight results in Optimization tool based on check parameters limits;
  • Read results performance for models with a huge amount of steps was improved (Ansys);
  • Update User Interface DPI Awareness when switching to embed mode for Femap 2020.2 or newer (Femap);

Bug fixes

#bugfixes
  • Stress conversion issue for plate elements with negative normal;
  • AISC360-10 Shear Check, rectangular built-up sections were not calculated;
  • AISC360-10 Torsional Check – warning for division on zero (open sections);
  • Wrong constraints nodes were read in the Joint Finder tool;
  • Fatigue Summation (Fatigue Group) results were not linked after project reopening;
  • Optimal Results were shown from the original model after restoring results from files in the optimization tool;
  • Failed to attach results for optimization tool when 2 or more optimization tools were calculated;
  • Check Calculation Details failed to display for checks with replacements;
  • Plate Buckling module required Beam Buckling Module to load the project;
  • Full Report Designer – Abs Stress Table was duplicated;
  • Report Designer. Import from other reports issue;
  • Edit Connection in Joint Check, selections controls was not accessible;
  • Elements without results (rigid, mass, etc.) in a classification plot were included (Femap);
  • Governing Loads / Peak Finder for Line Element Forces (beam moments/forces) were based on Max result and not Absolute Maximum;
  • 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 project file;
  • Failed to apply Break Page from the context menu;
  • Failed to edit plate buckling plot when check selection didn’t include elements from plot selection;

How Do You Want to Get Started?

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