Nemetschek SCIA Engineer 2019 19.1.2030
Nemetschek SCIA Engineer 2019 19.1.2030
x86,x64 | Languages:Multilanguage | File Size: 2.90 GB
SCIA Engineer 19 brings multiple workflow improvements as well as many new functionalities that will help you handle the analysis of multi-storey buildings and other civil engineering structures with minimum effort while simultaneously increasing the overall efficiency of standard day-to-day tasks.
Features:
-Automatic generation of code-based combinations
-Nonlinear combinations directly derived from linear combinations
-New 3D navigation control
-Simplified buckling settings
-Autodesign in composite design
-Steel fibre reinforced concrete design solution
-SIA 263:1993
-Extended capabilities of punching shear design
-New roundtrip link with Tekla Structures
-Extended Revit link
System Requirements:
OS:Windows 2008/2012 server (x64) / Windows 7/8.1/Windows 10 (x86-x64)
CPU:Min:Intel Core-i3 or AMD Ryzen 3 / Intel Core-i7 or AMD Ryzen 7
RAM:2GB or 16 GB, or more
GPU:256 MB, supporting OpenGL
Free Space:5GB
Display:1280 x 800 (4K Not supported)
Support:
SCIA Engineer 19 is compatible with:Revit 2018, Revit 2019
SCIA Engineer 19 is compatible with:Tekla Structures 2017
SCIA Engineer 19 is compatible with:Etabs 9.2
SCIA Engineer 19 is compatible with:IFC version 2x3
SCIA Engineer 19 is compatible with:SDNF version 2.0 / SDNF version 3.0
WHATS NEW:
Release notes SCIA Engineer 19 Patch 1:
-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
SCREENSHOTS
HOMEPAGE
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