CYPECAD version 2022.c includes other minor improvements and corrections of the program that may occur in rare situations:
- As of version 2022.c, the buckling height of each span can be modified when editing concrete walls and shear walls.
- The "Maximum value" and "Minimum value" of "Contour plots - Ground bearing pressures - By loadcase" can be selected.
- An error that did not include columns starting on beams or mat foundations in groups above the foundation in the foundation load distribution has been fixed.
- An error that occurred when exporting the project to the BIM model after assigning shear walls and not reanalysing the project has been fixed.
- An error that occurred when entering a generic column that has three points with very close X or Y coordinates (< .0001 m) in its outline but which are not the same, has been fixed.
- The "Job ratios" and "Reinforcement quantities, per diameter" reports have been improved. Now, the bottom reinforcement of composite slabs is included in its section. Previously, it was included in the "Joist slabs" section.
- The "Form quantities report" has been improved. Now, the depth value of the form is displayed without being rounded.
- An error that did not allow stairs with one of their ends on a column to be defined has been fixed.
- An error in the 3D view and in the export to BIMserver.center that occurred in certain cases in jobs when there were beams defined under floor slabs has been fixed. This error occurs in version 2022.b due to changes made to optimise the 3D view and the export to BIMserver.center.
- An error that occurred when viewing haunches in 3D and when exporting them to BIMserver.center has been fixed. This error occurs in version 2022.b due to changes made to optimise the 3D view and the export to BIMserver.center.
- The export of the deformed shape to BIMserver.center has been improved. Sometimes, it was exported in a rotated position compared to the structure.
- An error that occurred when obtaining the foundation layout plan has been fixed. This could occur when there are several walls with strip footings connected to others with pad footings in the foundation.
