What's New
- Added support for calculating cracked serviceability stress and crack width (7.3.4) for sections cracking under bending about both axes, a case that was previously not evaluated.
- Added a minimum reinforcement for crack control check (7.3.2) to the Results view.
Improvements
- Added the max-moment/concentrated-load region setting to the Reinforcement view's Detailing Checks section (previously only on the Results view).
- Various improvements to the Results view and interaction diagrams, including clearer failure explanations and better-formatted calculation details.
Bug Fixes
- Fixed an issue where the minimum reinforcement check (9.2.1.1) applied the wrong formula for a cross-section fully in tension under a moment, giving an incorrect required area for that case.
- Fixed cracked serviceability stress and crack width (7.3.4) to correctly account for axial force acting together with bending; some previously reported values for these cases change slightly as a result.
- Fixed an issue where overlapping reinforcement bars (8.2(2)) could incorrectly show a check as Pass instead of Fail.
- Fixed a sign error that could affect calculated results for prestressed sections when an external axial force was applied.
- Corrected several issues with Swedish National Annex crack-width limits, including the default value for standard reinforcement and the closely/widely-spaced threshold (7.3.4(3)).
- Fixed an issue where copying a design check calculation only copied the visible portion instead of the full calculation.
- Fixed an issue where a saved custom steel grade selection did not always restore correctly when reopening a project.