Differences between version 12.01.005 and 12.01.006:

  Fix: Sign of surface shrinkage and temperature variation load were wrong depending on the finite elements family. 
  Fix: Utilization tables for curved timber and steel bars were empty.
  Fix: In case of large files printing from model space took extremely long.
  Fix: Surface numeric result text sometimes was  displayed upside down.
  Fix: Crack width lines were not displayed in special cases, but numerical values were displayed correctly.
  Fix: Wrong default section for timber bar manual design.
  Fix: Program crashed after manual design of timber panels.
  Fix: The kappa effect of shrinkage load was wrongly calculated for RC bars. 


Differences between version 12.01.004 and 12.01.005:
  
  Modify: In Wall foundation dialog only concrete cross-sections are listed. 
  Fix: Rc design/Configure command was missing from the Hungarian version of Plate module. 
  Fix: Up to now the loading could freeze in the case of some damaged drawing files. 
  Fix: Program became instable when using some special dialogs or changing tabs many times.
  Fix: Program could have crashed when load combination result was displayed after load comb has been automatically deleted because all of its load cases were deleted by the user.


Differences between version 12.01.003 and 12.01.004:

  Fix: If the finite element mesh had serious topological errors the smooth mesh function could have crashed.
  Fix: Analysis results were not invalidated, if shrinkage loadcase was defined and bar reinforcement was modified.
  Add: Checkbox to inactivate the warning dialog about using non-linear elements in a linear calculation. 
  Add: Number of axes is not limited anymore. 
  Fix: After modifying a shell, reinforcement regions were not fitted automatically. 
  Fix: Apex was not generated correctly in some special cases. 
  Fix: Calculation failed after autodesign in some special cases. 
  Fix: Copy load case: "Do" button changed to "Copy" 
  Fix: Copying RC bars and shells that belonged to a design group and had applied reinforcement caused crash. 
  Fix: During update always the default installation directory was displayed instead of the used one. 
  Fix: Hide/show result may have caused crash when max of combinations moment result was displayed for surface reactions. 
  Fix: If a file containing soil and foundation objects was pasted into a file with different soil model, the analytical systems were not refreshed. 
  Fix: If multiply selection was active in quick editing and Esc pressed, marking of selected objects was not cleared. 
  Fix: In case of some thin columns the punching calculation failed. 
  Fix: In case of tensioned shells punching calculation may have failed. 
  Fix: In Plate module internal force/stress results were displayed in global coordinate system instead of local. 
  Fix: In steel bar design calculation of rectangular hollow section too small plastic moment capacity was calculated in the weak direction in case more than 50% of the  shear capacity was used. 
  Fix: In steel design calculation if z axis was the strong one, plastic modulus was not calculated correctly. 
  Fix: In the lists of Nodal vibration shapes, Shells vibration shapes, Bars vibration shapes the shape number was not correct 
  Fix: Layer dialog crashed when double-clicking into load case list at an empty row. 
  Fix: Load combination dialog may have crashed in special cases. 
  Fix: Minimum reinforcement for walls in EC(Hungarian) was bigger than necessary. 
  Fix: Missing shear capacity for max. of combination was not calculated correctly. 
  Fix: Modifying foundation level in the Storey dialog may have had unexpected sideeffects. 
  Fix: Modifying  "Calculate soil as solid elements" option caused problem during the analysis if the model contained foundation slab with edge connection.
  Fix: No moment is created anymore in automatic deviation load generation. 
  Fix: Program could crash if load combination had no any load cases in Load combination dialog after deleting load cases in Edit load case dialog. 
  Fix: Program could have crashed when user interacted with UI during printing session. 
  Fix: Program crashed if more then 200 load combination was defined. 
  Fix: Program crashed in special cases if column properties were modified. 
  Fix: RC bar calculation may have crashed in some special cases. 
  Fix: RC punching design caused crash in some special cases. 
  Fix: Section library export/import in StruXML format was not disabled in Section Editor. 
  Fix: Solid creation may not be correct in general case, if the directrix contained arcs or circle. 
  Fix: Sometimes direction of wind load was mixed on roofs. 
  Fix: Steel design calculation may have crashed in some special cases. 
  Fix: Switching axis type from number to letter and back resulted incorrect ids. 
  Fix: Text could cause trouble in using filter. 
  Fix: The kappa effect of shrinkage load was opposite. 
  Fix: The maximum value of the Revit supports (6e66) already converts onto the maximum of the FD supports (1e15) 
  Fix: There was wrong bitmap in Surface temperature load dialog. 
  Fix: Too many axes caused crash.
  Fix: Tooltip was not displayed on apex. 
  Fix: Value of  automatically generated windload was not correct on the first level. 
  Fix: Wrong view is corrected at loading files 
  Modify: Modify regions function works for the surface support/connection of wall foundations to avoid overlapping problems of connecting wall foundations. 


Differences between version 12.01.002 and 12.01.003:

  Fix: External reference could have caused crash if the settings dialog was canceled. 
  Fix: Text size in external references may have been incorrect after loading the file. 
  Fix: Pasting file may have caused crash in case of some special content. 
  Fix: Selecting 2D view caused crash under special circumstances. 
  Fix: Crashes using 'Paste file' with file that contained certain design results
  Fix: Steel material properties in EC (Danish) code were modified accroding to the Danish National Annex. 
  Fix: Some documentation template didn't work in Plate module. 
  Fix: Changing documentation properties may have caused crash. 
  Fix: Storeys with zero height are deleted at loading file. 
  Fix: RC bar detailed result messed up documentation under some extreme circumstances. 
  Fix: If steel bar was modified to timber or timber to steel their detailed result was not deleted from the documentation. 
  Fix: It was possible to define stiffener outside the steel bars which caused crash. 
  Fix: In foundation design configuration dialog the load combination types were not correct if the first design method was not allowed in the National Annex of the selected code. 
  Fix: Third reference point problem at import of surface loads with two reference points. 
  Fix: If punching autodesign failed, program may have crashed under special circumstances. 
  Fix: Doubleclicking on empty area on the layer edit dialog caused crash. 
  Fix: Steel design buckling calculations may have failed because of numerical inaccuracies. 
  Modify: Help/Limitation... dialog has been removed. 
  Fix: Crack limit was not displayed correctly in RC bar detailed result. 
  Fix: Splitting region while polygon did not work correctly. 
  Fix: After using Ctrl+A in Delete function the program could crash. 
  Fix: Resizing table's first column to zero could crash the program.
  Fix: Loading a corrupt/truncated file now always issue a message. 
  Fix: In case of listing  max. of loadgroup results, seismic case was not listed in the "Combination" column.
  Fix: Support IDs were not listed correctly in the reaction result tables.
  Add: Horizontal scrollbar is added to the listboxes of the List dialog. 
  Fix: Calculator (key c in a numeric input field) now correctly handles scientific (1.23e+03) notation 
  Fix: Not possible to delete numerical values on connection forces result of the timber panel's edge connection.
  Fix: If table width in documentation was set to a too large value, program may have stopped working. 
  Fix: Modify button is disabled in the Section library dialog if it is called for property editing of beams, columns or trusses 
  Fix: Considering normal stress in calculation of shear capacity of RC elements. 
  Fix: Wrong URL at Estimated reinforcement tool dialog. 
  Add: The correct cover and diameter is accepted in minimal reinforcement calculation at RC shells instead of 0.9 * thickness. 
  Fix: Moving shells that contained punching object may have caused crash later. 
  Fix: In some special cases analysis options was not considered in the calculation.
  Fix: Tooltip of Crackwidths result sometimes displayed wrong values. 
  Fix: Result sections may have disappeared after reloading a file. 
  Fix: In the Section Editor the visualization of data report table was wrong after loading a draw. 
  Fix: Numeric shell displacement values were not displayed correctly on original shape. 
  Fix: Filter was not applied in documentation module.


Differences between version 12.01.001 and 12.01.002:

  Fix: RC design calculation did not work in Plate and Wall modules if only RC lockbit for 2D was valid. 
  Fix: Listing and scaling of shell internal force results from max. of loadgroups was not correct.
  Fix: Steel design detailed result for some non-standard cross-section may have caused crash. 


Differences between version 12.00.004 and 12.01.001:

  Fix: Automatic deadload of isolated foundation was not considered correctly.
  Fix: Default value of some partial factors for foundation design calculation are modified in EC (Danish) and EC (Swedish). 
  Fix: Program crashed if Single bar result was asked for max. of combitions - displacement result if there was no serviceability load combition defined. 
  Fix: The Copy story function could crash in some special cases. 
  Fix: The Array polar function could crash using up and down arrows in tool window. 
  Fix: It was possible to ask loadgroup results from foundation design calculation although this calculation is implemented only for loadcombitions. 
  Fix: ID of bars and shells were double displayed. 
  Fix: Loading of load combition was wrong from StruXML. 
  Fix: The "Cracking considered" text was missing from result titles. 
  Fix: Program crashed if steel design calculation was asked for max. of loadgroups but there were not enough load groups generated to get valid alysis result. 
  Fix: Amount of memory leaks were reduced. 
  Fix: Compatibility with earlier versions improved 
  Fix: Program crashed at reaction force local minimum/maximum search. 
  Fix: If Documentation contained  support or connection tables made in earlier version, program crashed at entering documentation. 
  Fix: Texts were huge in exterl referenced drawing (DWG/DXF) files. 
  Fix: Steel material table header was misspelled. 
  Fix: Effect of undrained condition was not considered at displaying sliding utilization of foundations. 
  Fix: Deviation load generation could crash in the case of geometrical errors. 
  Fix: Relative/Absolute button sometimes set wrong limits at Color palette/Contour lines display options. 
  Fix: In the case of Eurocode : Danish, nothing happened when clicking the button for partial coefficients under application data for steel and concrete materials. 
  Fix: From now it is impossible to delete the DIM layer. 
  Fix: Unit of epsilon_yd was not correct in RC bar detailed result. 
  Fix: There was uble to select plates of bar shall model to change their properties. 
  Fix: The auto peak smoothing regions were not regenerated in some special circumstances. 
  Fix: Copying story that contained apex did not work correctly. 
  Fix: Avoid crashing at exporting to dwg. 
  Add: From now the solid finite elements are allowed to calculate soil.
  Add: Theory book is updated with solid finite elements for soil calculation. 
  Fix: Default safety factor of timber materials in EC (Danish) is set to 1.35. 
  Fix: Program may have crashed if version of the file to load was higher than the current version. 
  Fix: All analytical elements could be deleted from the structural element.

Az első hivatalos magyar nyelvű kiadás verziója 12.00.004.