SCAD++

The error in the operation of assembling a model from submodels has been corrected.

The error in the calculation of unified groups of steel elements has been corrected.

The printing of the design model has been changed – only the background of the window changes (to white), other colors do not change when printing.

Mutual exclusions can now be specified for permanent loadings in the calculation of DCF

SCAD++

The error in the interaction with Cross has been corrected.

SCAD++

DCF can now be calculated in special elements of type 51 and 55.

The error in the calculation of steel structural members according to SNiP has been corrected.

Initial size of the pointer can now be selected.

The error in meshing has been corrected.

Arbat

You can now preview the parameters of the model in the Inserts mode.

SCAD++

The color scale of DCF can now be generated.

The data can now be exported to ANSYS.

The data control error has been corrected for cable-stayed elements.

Kristall

The strength analysis of a weld when there are concentrated forces applied to the bottom chord has been refined for the calculation of beams with a section in the form of a welded profile.

Arbat

The calculation of inserts has been refined.

KUST

The error in the static analysis of rectangular plate has been corrected.

Kristall

The error related to the incorrect display of drawings in the report of the Continuous Beams mode has been corrected.

Arbat

The error in the punching analysis for a column of circular section has been corrected.

SCAD

The error in the erection analysis has been corrected for the case of rigid bodies.

ZAPROS

The error in the calculation in the Cone Penetration Test mode for the Type I penetrometer has been corrected.

Slope

You can now Zoom in/Zoom out (and move) the image of the slope by scrolling the wheel.

COMET-2

The calculations can now be performed according to Eurocode.

Arbat, Kristall, Decor

When the current editions of the respective codes are used (SP 63.13330.2012,  SP 16.13330.2011, SP 14.13330.2011), the combinations of loadings in the calculation of beams and columns are determined in accordance with the requirements of the current edition of SNiP “Loads and Actions” (SP 20.13330.2011).