Nemetschek SCIA Engineer 21| 3.1 Gb
SCIA part of the Nemetschek Group has unveiled SCIA Engineer 21.1 is follows in the footsteps of version 21 and focuses primarily on extending some of the recently introduced features and capabilities. SCIA part of the Nemetschek Group has launched SCIA Engineer 2019 version 19.1.1023. 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.About SCIA Engineer. SCIA Engineer is an integrated, multi-material structural analysis and design software for all kinds of structures. Its wide range of functionality makes it the ideal partner for the design of office buildings, industrial plants, bridges or any other project, all within the same easy-to-use environment. Nemetschek集团的SCIA部门已推出SCIA Engineer 2019版本19.1.2030。此版本带来了多项工作流程改进以及许多新功能，这些功能将帮助您以最少的工作量处理多层建筑物和其他土木工程结构的分析，同时提高标准日常任务的整体效率。 The following issues have been fixed in SCIA Engineer 19.1 - Patch 4 - 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").
- Full design process in one modelPowerful CAD-like modeling, advanced types of calculation, code-compliant multi-material design and customizable reports.- Advanced generatorsTypical situations can be automated with built-in or user-defined parametric templates for various geometries and powerful load generation tools.- Comprehensive code-coverageSCIA Engineer provides the most comprehensive implementation of Eurocodes, including National Annexes, U.S. codes and other international standards.- Plug into any BIM workflowSeamless exchange of models with other project stakeholders, through the powerful bi-directional links with Revit and Tekla Structures, Open BIM's IFC, or third-party plug-ins. SCIA Engineer move the software to the next level in terms of usability, material design and interoperability. We have enhanced usability with streamlined basic operations and more automatic workflows, improved integration into BIM workflows with upgraded Revit and Tekla links, a new IFC4 interface and added new design capabilities for advanced materials and construction systems. About SCIA. 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. Release notes SCIA Engineer 19.1 Patch 1: - Concrete EN: Error when designing circular or oval concrete members with member type general (0) is handled by error message with explanation. Circular or oval members are designable only with member type: column (100).- Concrete: fixed crash in punching design in special case of column with applied big eccentricity- Concrete EN: Detailing "Check max bar distance" is active by default.- Concrete: fixed setting of 'Undefined' result value for As,req in 2D concrete design for old projects (broken serialization between versions SEN 19 and 19.1).- Concrete EN: Issue with PRAD on BeamSlabs, where reinforcement disappeared after editing is fixed.- Steel: An issue in the steel LTB-check in which the CHI_LT formula contained the BETA and Lambda_rel,extra factors for the general case while it shouldn’t has been resolved.- Steel: an issue in which SCIA Engineer crashes when adding new lines to the temperature time curve input grid has been fixed.- Concrete: Correction of interaction diagram for pure compression check- Combinations: Generation of SIA accidental combination has been fixed.- The issue with switching of load distribution method on composite members and following crash is fixed- Export of input load is fixed and is already taken into account for both post-processing environments- The crash of solver is fixed. The used type of eigen value solver - Lanczos is not able to calculate the problem due to instability so the message is displayed. If it is switched to Polynom, the project is calculated but frequencies are almost zero. It is necessary to make the structure stable to get proper results.- Steel connections: The reading of the stiffness was fixed for NL combinations.- Concrete EN: Doubled, tripled stirrups are handled by increasing number of cuts (ns) instead of increasing diameter. Concrete EN: Doubled, tripled stirrups are handled by increasing number of cuts (ns) instead of increasing diameter. Final area of shear reinforcement is the same.- Concrete EN: In V+T check, the chapter about interaction between Shear and Torsion on stirrups was simplified. Stresses are directly compared, without recalculation to forces.- The issue with order of nodes is fixed. There is an issue with non-planarity of LP23. It is necessary to fix manually. One of possible solution is to delete the existing one and input new one. Then no issue appears- Composite EC: The error in composite check, when Cross-section names were containing dots is fixed. Sections with dots in names are now working properly.- Concrete: Fix of crash for CDD with ribs- Nonlinear combination cannot be selected for new CDD calculation- SCIA Concrete Section: The results on unclosed section polygon (not same begin and end node) could be incorrect. This is fixed and unclosed polygons are automatically closed to have always results in all fibres on section.- Steel EC-EN: Modified material input to avoid confusion between base properties and properties defined in the Thickness Range Table- The issue caused by incorrectness of intersections is fixed. The structure is not stable, so it is necessary to stabilize it first.- Concrete: Correction of old CDD calculation on FEM side- Connections: Drawing of the diagonal stiffener in relation to the connected beam has been fixed.- S-teel connections: The presence of the haunch was missing in the routine for calculation of bolt-row obstacles.- Loads: Fix of filtering properly free point and line load while checking the sum of load- Cross-sections: Fixed an issue in the calculation of thin-walled sections when three or more thin-walled parts were positioned next to each other.- Localization: fixed issue in Polish language to display string in some dialogues in proper way.- Results: fixed coordination system as 'Member' for displaying 1D internal forces in 2D projects.Product: Nemetschek SCIA EngineerVersion: 21Supported Architectures: 32bit / 64bitWebsite Home Page : www.scia.netLanguage: multilanguageSystem Requirements: PCSupported Operating Systems: Windows 7even or newerSize: 3.1 Gb 需要21.1版联系8020169@qq.com
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