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 19.1 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.