Nemetschek SCIA Engineer 2019 v19.1.3030

-The new warning was added for CDD calculation in case that effective width of rib is smaller than width of the cross-section: "The linear stiffness was used for calculation, because section for calculation stiffness was not created (effective width is smaller than width of cross-section.)"
-Steel EC-EN Fire: The Critical Temperature is no longer shown in the Resistance Domain
-Concrete EN: 1st order moment in concrete design and check is calculated only when column is braced and if there are no transverse loads on the column.
-Fixed problem with displaying results for load panels with load transfer method Tributary area.
-Concrete: Fixed crash during copy of beam slab with reinforcement
-Export of orthotropic member in WallXY and Plate XY environment is fixed
-Construction stages: fixed data conflict when using structural item removal and running construction stage analysis after linear analysis or running construction stage analysis twice in a row. Also, batch analysis 'linear' and 'linear construction stages' is no longer allowed.
-Results: fixed crash in results for the SLS combination consisting only of load case(s) multiplied by zero load coefficient
-Steel connections: generation of bolt positions in anchorage plan fixed.
-IDEA Connect: Fixed an issue which caused the stored connection to be deleted when the TEMP folder was cleaned up.
-Concrete: Concrete Advanced was not available when Post processing environment was changed from ppe16 to default and back. It is fixed and Concrete Advanced can be activated in Functionalities when ppe is switched back to ppe16.
-Concrete: fixed calculation of vmin in punching design with proper ?C for DIN NA.
-Design life of structure was correctly reflected in determination of crack width check limit
-Concrete: fixed rounding of bar distance of user reinforcement considered in the 2D design.
-Concrete: Correction of considering vmin in shear calculation for French NA
-Concrete: fixed missing As,min in walls under compression when statically reinforcement was not required.
-Concrete: fixed displaying of reinforcement material class of modelled reinforcement from member loaded into the Section check application.
-Composite EN: Running composite check for only SLS construction stage combination with member with openings is not causing an error anymore.
-The design of studs is neglected for negative moment regions and is based on detailing.
-Reading the curved wall placement was fixed.
-Results: fixed crash in drawing of 3D displacement for the seismic LC on surfaces
-Fix of crash of solver on corei7 CPUs.
-There was an issue in mapping of document sections which is fixed now
-Fix of crash during reinforcement check.

-The issue with update of load panels after changing their property is fixed
-Analysis:fixed missing check before the calculation to ensure compatibility of used independent G modulus with other functionality during the FEM analysis.
-Beams in prefab slabs are automatically excluded from selection of supporting beams/edges of load panels
-Calculation:Fixed memory problem for calculation with big number of load cases and non-linear combinations.
-Calculation:Fixed problem with new hinges in the default post-processing environment in nonlinear -calculation.
-Concrete (advanced): fixed impossibility to import concrete member data when member design is executed.
-Concrete (advanced): fixed wrong consideration of strands with debonding in prestressing.
-Concrete EN:Extreme combination for shear design is recognised in the same way, as is presented in the detailed output.
-Concrete:fixed calculation of 2D reinforcement design for SIA code in case of bigger projects to avoid crashes caused by memory issues.
-Concrete:fixed calculation of creep coefficient in the check of deflections to include also the cement effect.
-Concrete:fixed cover calculation in crack width check performed on beams.
-Concrete:fixed drawing of reinforcement in 3D scene.
-Concrete:fixed error in punching design due to presence of openings with irregular geometry.
-Concrete:fixed error value at unity check of interaction diagram calculated for end sections of ring-shaped beams with high radius.
-Concrete:fixed force reduction in capacity check.
-Concrete:fixed incorrect presentation of combinations combikey in detailed output of 2D reinforcement design in case of a result class.
-Concrete:fixed missing secondary reinforcement when statically required reinforcement is necessary for this direction.
-Concrete:fixed obsolete code dependent parameters for shear when using Belgian national annex.
-Concrete:View-flags for both layers are automatically visible in 3D window when one of them is defined.
-Concrete:Type fix in concrete member data 1D
-Data transfer:fixed XML import of cross-sections with general names.
-Data transfer:fixed XML import of used materials.
-Design Forms User:More Steel section libraries with the same section type can be used in one dialogue. Both are independent on each other.
-Export of free line load to solver is fixed
-Fixed issue when 2D results were unreadable due to overlapping. A new option in the drawing setup was -added for 'Smart Description'. It allows for more extreme values to be shown and easily readable.
-Fixed issue when detailed story results were displayed with extremely high values.
-Fixed issue when results were missing from table/preview when selection was set to 'named selection'
German translation fixed
-Load generated from free loads is not exported to new esa.file.
Loads: fixed content of automatic results classes 'All ULS' 'ALL SLS' and 'All ULS and SLS' does not include ULS Set C type of code combinations.
-Loads:fixed crash due to incorrect data saved by load panels.
-Loads:fixed error caused by free surface load with two vertexes very close together.
-Loads:fixed generation of loads for load panels (load was higher than expected).
-Loads:fixed wrong export of the variable free load with curved edge into FEM analysis.
-Message was improved, currently says what the issue is. The issue can be fixed with Check Structure Data function
-Missing "Restore project window" is available again
-Mobile loads: correct handling of trajectory defined on partial length of a 1D member
-Modelling:fixed crash caused by adding line moment on the edge of 2D shell element.
-Modelling:Fix in cross-link behaviour.
-Modelling:Fix of crash for Refresh surface.
-Modelling:fixed direction of LCS of 2D members for option Tilt of vector defined by point.
-Modelling:fixed proper dividing of the line supports when the divide surface tool is used.
-Nonlinear stage analysis: Fixed problem with user sections.
-Output:fixed incorrect display of output when using 4K monitors.
-Report:fixed illegible text caused by editing picture in Engineering report.
-Report:fixed necessity to regenerate the engineering report after opening the project, where the -report does not contain any change.
-Results:fixed display of dx values in table output (both table results and report preview) of -Deformed structure results for mode shapes (stability and modal analysis)
-Results:fixed evaluation of internal forces on ribs when slab is not active in the considered con--struction stage.
-Results:fixed incorrect results in preview of foundation table due to taken wrong load case.
-Results:fixed missing results in 2D data viewer about surface load after running the test input data.
-SFRC:Calculation of bending moment capacity was fixed
-Some cross-sections have assigned wrong material. Now a message saying which member has the wrong material assigned is displayed,
-Steel:A typo in the steel Fire Resistance member data has been fixed.
-Steel:An issue in which the unity check in the output was different than the unity check in the -3Dscene has been solved.
-Student version have now *.esad extension as a default template
-The columns placed in the structural model are newly neglected as the input into the Punching design.
-The issue when a node was re-assigned to a slab opening and thus no load input in the node was not -used in calculation is fixed
-The problem with regeneration of toolbars was solved