What's New
- Shear reinforcement groups can now be placed on part of the beam, leaving the rest without stirrups.
Improvements
- Length fields now accept \(L\) for the full beam length, so \(L+500\) reaches 500 mm past the last support.
- The end anchorage check (9.2.1.4(2)) now shows the full derivation of \(l_{bd}\) instead of only the result.
Bug Fixes
- Fixed an issue where the end support checks (9.2.1.4(1) and (2)) were skipped at a rotational spring support, however soft the spring. Restraint is now judged from the end moment the analysis gives.
- Fixed an issue where Tab stopped moving between cells while editing the shear reinforcement group table.
- Fixed an issue where moving a shear reinforcement group could leave it overlapping its neighbour.
- Fixed an issue where a value the shear reinforcement group table refused stayed in the cell. The refusal is now marked on the field while you work, and the cell returns to the value the calculation is using when you leave the table.
- Fixed an issue where an input error message could appear on a different field than the one it was about.