SCAD++, Arbat

The specification of service factors for concrete at the calculations according to SP 63.13330.2012 and SP 52-101-03 has been changed.

SCAD++, Kristall, COMET

The selection of steel has been changed in accordance with the modification No.1 to GOST R 54257-2010.

SCAD++

Color scales now contain an indication of the number of nodes/elements corresponding to certain colors and a distribution histogram by the number of nodes/elements.

SCAD++

Three-node finite elements can now be divided into four-node ones.

Non-planar or non-convex four-node finite elements can now be divided into three-node ones.

Kristall

The calculation of friction connections according to SP 16.13330.2011 has been refined. 

SCAD++

A set of verification examples for the stability analysis has been expanded.

The status bar now contains an indication of the number of selected nodes and/or elements.

When outputting the results of the reinforcement selection you can now obtain the result as the area of transverse reinforcement with the specified spacing or as its intensity.

The meshing quality can now be improved.

Arbat

The calculation of transverse reinforcement according to SP 63.13330.2012 and SP 52-101-03 has been refined.

SCAD++

The calculation of transverse reinforcement of bars according to SP 63.13330.2012 and SP 52-101-03 has been refined.

The error in the documentation of the results of the calculation of forces for combinations of loadings has been corrected.

SCAD++

The numbers/names of rigidities can now be output when the color scale of rigidities is activated.
Add-in has been added for the data exchange with ArchiCAD 18.

A color scale for the coefficients of variation of the elastic modulus (at the erection analysis) has been added

SCAD++

Add-in has been added for the data exchange with Tekla 20.

Add-in has been added for the data exchange with Revit 2015.

Arbat

The error occurring when specifying and subsequently deleting the data on side reinforcement has been corrected.

SCAD++

A perspective image can now be obtained.

The error in the stability analysis for the case of bars with the rigidities obtained by Section Builder has been corrected.

The error in the erection analysis has been corrected.

Decor

The error in the calculation of beams that occurred at some combinations of loads has been corrected.

SCAD++

The errors in filling the stamp when printing the results of the check of steel structures have been corrected.

The error in the DCF documentation has been corrected.

The error in the Improve the meshing quality subsystem occurring when there were bars in the meshing area has been corrected.

SCAD 11.7

The calculation of solid finite elements has been refined.

Monolit

Design codes can now be selected.

SCAD++

The errors in the stability analysis for the case of solid finite elements have been corrected.

The meshing quality can now be improved.