SCIA Engineer 18 moves 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 and added new design capabilities for advanced materials and construction systems. The first of the SCIA Engineer 18 webinars will give you a brief overview of all the major improvements.

Features:
-New default functionality settings to help you start a new project fast
-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 262:2013
-Extended capabilities of punching shear design
-New roundtrip link with Tekla Structures
-Extended Revit link
-and much more

System Requirements:
OS:Windows 7 SP1/8.1/10 (x86-x64)/Windows 2008/2012 Server (x64)
CPU: Min:Intel Core i5 or AMD equivalent / Recommended:Intel Core i7 or AMD equivalent
RAM:Minimum: 8 GB (Advised: 32 GB)
GPU:256 MB, supporting OpenGL
Free Disk Space:5GB
Resolution:1280 x 800 (4K Not supported)

Support:
SCIA Engineer 18 is compatible with:Revit 2018, Revit 2019
SCIA Engineer 18 is compatible with:Tekla Structures 2017
SCIA Engineer 18 is compatible with:Etabs 9.2
SCIA Engineer 18 is compatible with:IFC version 2x3
SCIA Engineer 18 is compatible with:SDNF version 2.0/SDNF version 3.0Whats New:Release notes - SCIA Engineer 18.1 - patch 2:
-Relative deformation now works for Brazilian Code
-Removed limit value input options for 1D internal forces since it is no longer needed
-Fixed issue with 3D displacement results for members with arbitrary profile
-Added missing icon for member rotation (SEN 64 bit + Windows 7)
-Engineering report: Wired pictures in Engineering Report now show all members properly.
-Localization - French - typo fixed
-Buckling groups: When renaming a buckling group to an existing buckling group, the last name + 1 is used.
-Drawing of stiffeners on asymmetric I section is fixed.
-The name of node was fixed in the second message which shows the coordinates where the singularity was found.
-Problem with decimal comas and dots is fixed in SDNF import.
-Displaying of action buttons for load panels in case another entity is also in the selection is fixed.
-The error message identifies the intersection which makes the issue. It is necessary to disconnect and connect again.
Check structure is able to fix wrong references of beams (to missing buckling data) NNLL-B5WBU9
-The message was fixed, now the problematic elements are listed.
-Crash during Check structure data due to wrong input of ribs is fixed.
XML export and import of members with variable thickness is fixed.
-Problem in latest versions where it was not possible to use orthogonal snap for free load is fixed.
-The crash during Check structure data run was fixed
-Problem in latest versions where it was not possible to use orthogonal snap for copy and other manipulations is fixed.
-The issue with displaying of singularity even there is no singularity is fixed.
-Aluminium EC-EN: Fixed an issue in the detection of 'Compression at the toe' for the Effective Section calculation
-Fixed issue with memory consumption for PaperSpaces OpenGL pictures with high resolution.
-Fixed crash when modifying alpha rotation of the beam.
-Crash during CDD in case of steel rib was fixed
-There was problem with ribs aligned to the centre, when the height of the rib was the same as the thickness of the slab.
-CDD calculation has been fixed and sped up
-Composite analysis model - fixed failing detection of adjacent beam in calculation of effective width in case the beam is slightly outside of the master plate (inaccurate geometry)
-Composite analysis model - fixed failing detection of adjacent beam in calculation of effective width in case the beam is slightly outside of the master plate (inaccurate geometry)
-The issue with connecting 2 nodes in the 'v16 and older' post-processing environment during export of the model to solver is fixed
-Dynamics - Seismic - warning message displayed in the 'v16 and older' post-processing environment for output of support reactions with combinations containing dynamic load cases
-Dynamics - Seismic - fixed crash during modal superposition (structure with rigid diaphragms)
-Dynamics - fixed conflict with masses on 1D members linked to flexible supports
-Dynamics - Seismic - possibility to run calculation of seismic load case alone
-Dynamics - Seismic - fixed crash in CQC seismic modal superposition
-Fixed: DWG import as general CSS
-Buckling settings: an issue has been solved which lead to a crash when defining buckling settings
-Unsupported case when beam opening divides the bean into 2 parts is fixed and the calculation cannot be run until it is fixed by the user (in the 'v17' post-processing environment)
-Checks: Fix of crash.
-Mobile loads - fixed crash in solver during calculation of mobile load envelopes
-Soil-In - 2D contact stress results now fully include forces from edge conditions (no change in other results)
-Nonlinear stability - solver error message fixed
-Dynamics: non-uniform damping 1D member data correctly applied to macros with more than 1 finite element
-Concrete Advanced: Crack width calculation has been fixed for prestressed members
-Export to IDEA StatiCa Connection: Fixed an issue in the export when members were in a layer with property 'structural model only' The calculation of unity check for punching was changed: - current calculation UC = max (vEd/vRdcs, vEd/vRdmax), new calculation UC = max (vEd/vRdcs,vEd/VRdc, vEd/vRdmax)
-Concrete: Crash during CDD calculation was fixed
-Concrete EN: In internal forces preview the content of combination text was not wrapped. It is now properly wrapped on the page
-Concrete: Correction of detailed output for stiffness presentation
-Concrete: Fix of crash in design and check of 1D arbitrary member with user reinforcement
-Crash during Design As 2D has been fixed
-Concrete Advanced: Possibility to switch among all values for drawing 2D results in Concrete advanced has been fixed
-Concrete Advanced: User reinforcement is considered in punching check
-Connections EN: added error message for the beams with too large offset, where haunches cannot be created.
-Connections EN: fixed regeneration of steel connections in ER
-Connections EN: added error message for the beams with too large offset, where haunches cannot be created.
-Fix of eccentricity in export to solver.
-The problem with calculation of seismic load cases is fixed
-Fixed issue where corrupt picture prevents document to be exported to PDF
-fixed: Reactions - course - average not working for crossing internal edges
-The Portuguese translation has been updated
-Typo fixed
-Translation updated
-ER - fixed accidental crash when regenerating result picture generator with reaction results
-Live tracking of clipping box has been fixed
-Fixed display issue in Engineering Report (2D element internal forces)
-Calculation: Fixed problem with limit of files in temp folder.
-Typo is fixed in the translation file
-The help page was updated accordingly
-Translation updated
-Results: Fixed problem with contact stress for nonlinear analysis.
-Fixed issue where regeneration of ER caused multiple error messages in some projects
-The translation has been updated.
-Concrete: fix of singularity in CDD.
-Translation updated
Calculation: fix of crash.
-Fixed issue where displacements of nodes were not working for project setting 'plate xy' in some projects
-Fixed: no graphical results for reactions for classes in case the supports are added on a line
-Calculation: New message with instructions if a problem with Lanczos method appears.
-Modelling: Fix of topography error.
-Members starting with dots are now visible in ER/Preview.
-Fixed issue where program gets hung up when using the line grid manager.
-Fixed untranslated 'type of material' in ER (CZ)
-Modelling: hiding of unsupported entity in GUI for the 'v17' post-processing environment.
Timber EC-EN: Fixed a typo in the fc,90,k material data for D70

Немного информации об материале: 1-02-2019, 17:35 наш лучший журналист - apple2000 написал статью - "Nemetschek SCIA Engineer 2018 18.1.2052" и сразу же добавил её к нам на сайт! Хотелось бы добавить, что наш журналист подобрал лучшее оформление и качественное содержание данной новости. Так же советуем вам посетить категорию Софт, чтобы найти другие отличные материалы, как и этот!