Nemetschek SCIA Engineer 2019 version 19.1.4033
Nemetschek SCIA Engineer 2019 version 19.1.4033 | 3.0 Gb
SCIA part of the Nemetschek Group has launched SCIA Engineer 2019 version 19.1.4033. This release 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.
- Aluminium: The bending check has been corrected to do this only in the presence of a longitudinal weld as specified in table 6.4 of EN 1999-1-1.
- Aluminiun: Certain cross-section fabrication types (Concrete/ Timber / Extrusion / Drawn / Forged) where not displayed in the detailed output of the aluminium check. This has been resolved.
- Analysis: For seismic load cases with zero factor there is an error message before calculation starts.
- Calculation : Fixed problem with eccentricity of 2D members in nonlinear calculations.
- Calculation: Fix of numerical issue in calculation with nonlinear functions.
- Calculation: New check before calculation on not compatible functionalities with plastic materials.
- Composites: Issue with wrong variable h_wt in calculation of z_b in opening check is fixed.
- Composites: issue, where composites design on primary beams with segments and subsegments ends with unspecified error in execution, is fixed.
- Concrete: display error EWN items - stopping the 2D reinforcement design - in standard/detailed output
- Concrete: fixed calculation of concrete design strength to respect individually type of combination (persistant/accidental) in envelope result class.
- Concrete: fixed considering of user 2D reinforcement in right direction of designed reinforcement when LCS of the member is rotated.
- Concrete: fixed considering of user 2D reinforcement in right direction of designed reinforcement when LCS of the member is rotated.
- Concrete: fixed estimation of height of compression zone in the calculation of 2D design forces for specific case of predominant compression state
- Concrete: fixed estimation of inner lever arm in 2D reinf. design for the case of predominant compression state (nEd < nc,bal)
- Concrete: fixed generation of detailed output for specific case of ULS+SLS 2d reinforcement design
- Concrete: fixed incorrect recalculation of user reinforcement in 2D design for member with rotated LCS which was originaly neglected.
- Concrete: In reinforcement design for columns. The minimal reinforcement area from ratio (chapter 9.5.2(2)) is now taken uniformly to all edges, if there is no statically required reinforcement from design.
- Concrete: The issue with error in reinforcement design on result class containing persistent and accidental combinations together is fixed. Result classes can be now designed properly.
- Concrete: The minimal allowed diameter for additional reinforcement 2D is 4 mm. It is not possible to add 0 mm anymore.
- Cross-section: Added a warning in case the user tries to add a thin-walled rectangle from the Profile Library into a General Cross-Section.
- Dynamics: fixed crash in seismic load cases with mode filtering and large number of modes
- Engineering report: fixed accidental crash
- GUI: fixed type in snap error message.
- Loads: Rare issue with export of free line load was fixed
- Modeling: Improved behavior of initial deformation dialog.
- Modelling: A cosmetic issue in which the input box within the 3D-line grid doesn't have a locked position when stretching the dialog dimension has been fixed. SJAS-BPKHP4
- Modelling: enabled setting of 1D/2D stiffness factors to zero
- Modelling: Improvement of the of the message for case when duplicity of nodes is found but could not be removed by Check structure data automatically due to connection to another entities.
- Results : Fix in orientation of internal forces on integration member in 2D space models.
- Results: fixed displaying of reactions on line support applied on beam where a hinge is present in some end
- Results: fixed displaying of reactions on line support applied on beam where a hinge is present in some end
- Results: fixed displaying of results in foundation table for seismic cases in PPE 'default'
- Results: fixed displaying of results in foundation table for seismic cases in PPE 'default'
- Results: fixed evaluation of internal forces on ribs with effective width overlapping somehow the slab boundary.
- Results: fixed evaluation of internal forces on ribs with effective width overlapping somehow the slab boundary.
- Results: Fixed problem with nonlinear supports.
- Results: Fixed seismic results in foundation table.
- Results: Issue with openings in C-sections not always going through the entire web even though it seemed so visually is fixed.
- Solver: Improve of convergence of nonlinear analysis with surface support on surface.
- Solver: Issue with solver dialog appearing in front each time is fixed.
- Steel: Recalculation of model if steel connection with "update stiffness" property ON is in the model.
- Timber: Issue in effective length calculation (table 6.1 of EN1995-1-1) which allowed negative effective length values causing a negative My,crit and therefore a 999 unity check. Formula for Lef has been improved by means of Lef = Max(0,"current formula").
- Aluminiun: Certain cross-section fabrication types (Concrete/ Timber / Extrusion / Drawn / Forged) where not displayed in the detailed output of the aluminium check. This has been resolved.
- Analysis: For seismic load cases with zero factor there is an error message before calculation starts.
- Calculation : Fixed problem with eccentricity of 2D members in nonlinear calculations.
- Calculation: Fix of numerical issue in calculation with nonlinear functions.
- Calculation: New check before calculation on not compatible functionalities with plastic materials.
- Composites: Issue with wrong variable h_wt in calculation of z_b in opening check is fixed.
- Composites: issue, where composites design on primary beams with segments and subsegments ends with unspecified error in execution, is fixed.
- Concrete: display error EWN items - stopping the 2D reinforcement design - in standard/detailed output
- Concrete: fixed calculation of concrete design strength to respect individually type of combination (persistant/accidental) in envelope result class.
- Concrete: fixed considering of user 2D reinforcement in right direction of designed reinforcement when LCS of the member is rotated.
- Concrete: fixed considering of user 2D reinforcement in right direction of designed reinforcement when LCS of the member is rotated.
- Concrete: fixed estimation of height of compression zone in the calculation of 2D design forces for specific case of predominant compression state
- Concrete: fixed estimation of inner lever arm in 2D reinf. design for the case of predominant compression state (nEd < nc,bal)
- Concrete: fixed generation of detailed output for specific case of ULS+SLS 2d reinforcement design
- Concrete: fixed incorrect recalculation of user reinforcement in 2D design for member with rotated LCS which was originaly neglected.
- Concrete: In reinforcement design for columns. The minimal reinforcement area from ratio (chapter 9.5.2(2)) is now taken uniformly to all edges, if there is no statically required reinforcement from design.
- Concrete: The issue with error in reinforcement design on result class containing persistent and accidental combinations together is fixed. Result classes can be now designed properly.
- Concrete: The minimal allowed diameter for additional reinforcement 2D is 4 mm. It is not possible to add 0 mm anymore.
- Cross-section: Added a warning in case the user tries to add a thin-walled rectangle from the Profile Library into a General Cross-Section.
- Dynamics: fixed crash in seismic load cases with mode filtering and large number of modes
- Engineering report: fixed accidental crash
- GUI: fixed type in snap error message.
- Loads: Rare issue with export of free line load was fixed
- Modeling: Improved behavior of initial deformation dialog.
- Modelling: A cosmetic issue in which the input box within the 3D-line grid doesn't have a locked position when stretching the dialog dimension has been fixed. SJAS-BPKHP4
- Modelling: enabled setting of 1D/2D stiffness factors to zero
- Modelling: Improvement of the of the message for case when duplicity of nodes is found but could not be removed by Check structure data automatically due to connection to another entities.
- Results : Fix in orientation of internal forces on integration member in 2D space models.
- Results: fixed displaying of reactions on line support applied on beam where a hinge is present in some end
- Results: fixed displaying of reactions on line support applied on beam where a hinge is present in some end
- Results: fixed displaying of results in foundation table for seismic cases in PPE 'default'
- Results: fixed displaying of results in foundation table for seismic cases in PPE 'default'
- Results: fixed evaluation of internal forces on ribs with effective width overlapping somehow the slab boundary.
- Results: fixed evaluation of internal forces on ribs with effective width overlapping somehow the slab boundary.
- Results: Fixed problem with nonlinear supports.
- Results: Fixed seismic results in foundation table.
- Results: Issue with openings in C-sections not always going through the entire web even though it seemed so visually is fixed.
- Solver: Improve of convergence of nonlinear analysis with surface support on surface.
- Solver: Issue with solver dialog appearing in front each time is fixed.
- Steel: Recalculation of model if steel connection with "update stiffness" property ON is in the model.
- Timber: Issue in effective length calculation (table 6.1 of EN1995-1-1) which allowed negative effective length values causing a negative My,crit and therefore a 999 unity check. Formula for Lef has been improved by means of Lef = Max(0,"current formula").
Reduce the time spent on your project with SCIA Engineer 19 that expands the array of possibilities for multi-storey buildings, streamlines workflows for various analysis types and increases the speed of basic operations.
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.
With SCIA Engineer 19 you will deliver your projects faster thanks to the design accelerated by automation in all the design modules, improved understanding of the response to applied loads and optimisation through parametric design and integration of SCIA Engineer into any tailored solution.
- Accelerated design
Deliver accurate, economical and clearly documented design with minimum effort thanks to new functions like automated design of practical reinforcement in concrete beams, enhanced optimisation for studs in composite floors, camber in design of steel members, etc.
- Improved understanding of the structure
Have full control over your structure and understand its response using analysis of masonry walls with contact elements, integration members for shear walls or bridges, absence for simulation of constructions stages, stiffness modifiers, extended display options for results, etc.
- Optimisation with parametric design
Move your work to a next level with the parametric design capabilities of SCIA Engineer. Take the advantage of the updated XML interface or a brand-new Open API to build your own solution to deliver the most economical, eye-pleasing variant of the project fast and with minimum of manual work.
Since 1974, SCIA has been developing, distributing and supporting software products for structural engineering and the construction market. Our software is now localized in 13 languages, supports 20 national standards and is distributed in more than 50 countries, giving us a truly global reach. This allows us to efficiently serve local, regional and multi-national engineering companies and organizations on all types of projects, all over the world. SCIA is part of the Nemetschek Group.
Product: Nemetschek SCIA Engineer
Version: 2019 version 19.1.4033
Supported Architectures: 32bit / 64bit
Website Home Page : www.scia.net
Language: multilanguage
System Requirements: PC *
Supported Operating Systems: *
Size: 3.0 Gb
To install SCIA Engineer it is recommended that your system meets the following requirements:
Processor
Minimum: Intel Core-i3 or AMD Ryzen 3
Advised: Intel Core-i7 or AMD Ryzen 7
RAM
Minimum: 2 GB
Advised: 16 GB, or more
Graphics Controller:
Minimum: 256 MB, supporting OpenGL
Advised: 4 GB, or more
Free disk space: 5GB
Resolution: 1280 x 800 (4K Not supported)
Supported Windows OS
- Windows 2008 server 64bit
- Windows 2012 server 64bit
- Windows 7 32/64bit
- Windows 8.1 32/64bit
- Windows 10 32/64bit
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
Processor
Minimum: Intel Core-i3 or AMD Ryzen 3
Advised: Intel Core-i7 or AMD Ryzen 7
RAM
Minimum: 2 GB
Advised: 16 GB, or more
Graphics Controller:
Minimum: 256 MB, supporting OpenGL
Advised: 4 GB, or more
Free disk space: 5GB
Resolution: 1280 x 800 (4K Not supported)
Supported Windows OS
- Windows 2008 server 64bit
- Windows 2012 server 64bit
- Windows 7 32/64bit
- Windows 8.1 32/64bit
- Windows 10 32/64bit
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
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Added by 3% of the overall size of the archive of information for the restoration
No mirrors please
Nemetschek SCIA Engineer 2019 version 19.1.4033
