SCAD++

Plugin for the data exchange with Autodesk Revit 2016 has been added in the SCAD Office installation.

SCAD++

The import/export of Autodesk Advance Steel 2016 data has been added.

Kristall

The calculations can now be performed according to DBN B 2.6-198:2014.

SCAD++

The calculations can now be performed according to DBN B 2.6-198:2014.

The operations of the control of groups of structural members now enable to combine groups of the same type.

Now the global coordinate system is always displayed in the window of the design model.

The color scale of local axes of bar elements has been added.

COMET

The error in the strength check of the support column section has been corrected in the Rigid Column Bases mode.

The calculations can now be performed according to DBN B 2.6-198:2014.

SCAD++

Simultaneously with the separation of elements you can now model a linear hinge in plates.

SCAD++

You can now specify the displacement of the plate midplane (rigid insert) in shell elements.

Kristall, COMET

The error in the selection of the materials for welding according to SP 16.13330.2011 has been corrected.

SCAD++

Groups of structural members (steel and reinforced concrete) can now be specified in the Forum preprocessor.

The scale of types of the specified reinforcement has been added.

The error that sometimes occurred when setting the position in space of bar sections created by Section Builder has been corrected.

SCAD++

The operation of automatic correction of degenerate finite elements (self-intersecting, non-planar, non-convex plates, ...) has been added.

Data exchange with Advance Steel has been improved.

Decor

The error in the calculation of forces in one of the frame types has been added.

SCAD, SCAD++

The error in the stability analysis when there are hinges and thermal loads has been corrected.

COMET-2

The error in the calculation of the Rigid Column Bases has been corrected.

Arbat

When the calculation is performed according to SP 63.13330.2012 and the ratio of the bending moments used in the analysis to the ultimate bending moments exceeds the ratio of the forces used in the analysis to the ultimate force resisted by concrete, a warning is generated (the calculation was not performed in the previous versions).

SCAD++

When you open a new model, the window size is maximized automatically.