StruSoft FEM-Design Suite v22.00.005
Added:

Fdscript command to generate load combination from load groups
FdScript/ run UTF8 command to pipe engine. the existing run command uses ANSI encoding limited to current codepage characters
FdScript/missing construction stage config parameters to analysis and make the attributes optional to allow using what is set in the model
Modified:

Adjust analytical model/Fit to function was improved to find solution for many cases that used to fail due to too big tolerance value.
Fixed:

Custom result library items with Incomplete result rows may have caused crash.
Detach option of supports were not set correctly when supports with different detach options were selected for property change.
Detailed result for general laminated shells was not available.
In case of "tracking mode" construction stage calculation, if the stage result was involved into load combination calculations and the model contained edge connections, in most of the cases the calculation stopped with "stiffness matrix singular" or "equilibrium error" messages.
In RC Design / Punching design for Max of load groups could cause an error message if construction stages exist but are not involved in any Load group.
Laminated shell detailed result might have caused crash if the model contained laminated shells with different number of layers.
Lateral torsional buckling and interaction check was not executed on tapered steel bars with rectangular cross-section.
Lateral torsional buckling and interaction checks were not carried out for steel bars with T section.
Load combination of displayed deflection result was not stored correctly in some special cases.
Local min/max numeric result algorithm could cause crash in case of high amount of finite elements.
Paste ignored the last line to read in tables
Plastic condition result was not displayed for fictitous bars.
RC shell calculation parameters were not set to indeterminate in the dialog when more of them with different properties were selected.
RC shell detailed result/Minimum reinforcement section's formulae displayed a number with too few decimals.
RC shell minimum reinforcement calculation was not accurate according to Swedish National Annex in some cases.
SAF import process continues even if it finds incomplete objects
Steel bar-shell modell detailed results displayed incorrect coordinates for stress calculation.
Steel joints without connected bars may have existed and caused crash eventually.
The Optimal rebuild mesh function was not breakable by button ESC.
There were steel bar design parameters without any selected cross-section
Trusses with non-linear properties were not saved for the IDEA-StatiCa connection