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 2:
-An issue with inappropriate warning is fixed.
-Fixed problem with empty load case in linear stability analysis.
-Calculation: Fix of crash in load panel.
-Fixed problem with empty load case in linear stability analysis.
-Nonlinear function "press only" is automatically added to nonlinear type of hinge on 2D member edge.
Update of web help
-CDD calculation for unsymmetrical ribs has been fixed
-Missing references from beams to buckling data are now corrected instead of beams being removed.
-LP Crash during load generation on panel with Accurate (FEM) method is fixed
-Fix in generation of mesh for projects with slabs, which have slightly inclined LCS, which caused problems in load projection.
-LP Crash during load generation on panel with Accurate (FEM) method is fixed
-Fixed issue where detailed story results on model did not match those in the table results (when only part of model was selected)
-Results fixed the missing results for Bill of materials in the Table results.
-Steel IBC: Fixed an issue in which a change to the buckling factors was not accounted for in the Steel Check.
-Steel The Alpha and Beta factor that is being used in formula 6.41 (EN1993-1-1) is limited between the ranges 1 and 6.
-Steel IBC Fixed a crash in the Steel Check caused by using members as 'Structural Model only'
-License for SIA has been added to CDD and CLC protection has been changed as well
-Notation of angles has been synchronized to Beta angles
-Concrete EN Explanation note in calculation of depth of effective concrete is modified.
-Calculation of limit crack width for beam slab has been fixed for Dutch NEN NA
-Composite analysis model fixed definition of rigid diaphragms in solver analysis model in conflict with duplicate nodes (0D contacts, hinges, cross-links)
-Fixed issue where report templates did not keep indentations intact
-Fixed issue where report templates did not keep indentations intact
-Fixed an issue where the Engineering report would jump to the first page after editing items. (duplicate)
-There was a TLX file missing for a sub table in Bill of material. Because of that the engineering report system tried to create a default file but failed probably because of access permissions to the file system in this specific user environment. The TLX file is now added.
-Fixed an issue where the Engineering report would jump to the first page after editing items (duplicate)
-Fixed an issue where the Engineering report would jump to the first page after editing items (duplicate)
-Fixed problem in solver during update Load panels.
-Normal forces on integration strip when results are provided between sections is fixed.
-Fixed issue with integration strip results. There was a variation between a load case and a combination which only contained that load case when they should have had consistent results.
-The limit for number of lines (1000 lines) which a cross section consists of was increased.
-Crash of solver during analysis of seismic load cases is fixed
-Crash of solver during analysis of seismic load cases is fixed
-Concrete Fixed crash in CDD.


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