Updates

оn the page:

11

may

2018

SCAD++

When the color indication of the groups of elements or the groups of structural members is performed in the postprocessor, the button for outputting the values on isolines enables to digitize elements with the numbers of the groups these elements belong to.

8

may

2018

SCAD++
When checking the steel and reinforced concrete elements, a formula of the combination at which the factor had the maximum value is output for each factor.

In the case of the nonlinear calculations and the direct integration of the equations of motion it is now possible to animate the changes of the state of the system.

Kristall, Arbat, Decor, Comet 
When performing the check the number of the loading at which the factor had the maximum value is output for each factor.

24

april

2018

SCAD++, Kristall

The Note to the Table 32 of SP 16.13330 (and similar notes in other design codes for steel structures) is now taken into account in the analysis of the limit slenderness of steel elements.

18

april

2018

SCAD++

The calculation of influence lines and surfaces is implemented.

17

april

2018

SCAD++

The user can now make changes to the data in the  Information on the Groups of Reinforcement and Information on the Groups of Steel Structural Members dialog boxes (for example, effective length factors, service factors, ...).

15

april

2018

SCAD++, Kristall, Arbat

The requirements of SP 296.1325800.2017 are now implemented in the calculation of steel and reinforced concrete elements.

10

april

2018

SCAD++

The capabilities of the Save the screen image operation have been expanded – the image can now be saved not only in vector, but also in raster formats, moreover, it can now be copied to the clipboard.

4

april

2018

SCAD++, Kristall

The strength analysis of non-standard sections (created by Section Builder, Tonus or Consul) according to the design codes for steel structures has been refined.

Accelerogram Editor

A report can now be generated in the xls format.

3

april

2018

SCAD++

Area loads (unrelated to the finite element mesh) are implemented.

26

march

2018

Kristall
The fire resistance analysis of steel structures according to EN 1993-1-2: 2005 and DSTU-N B B.2.6-211: 2016 is implemented.