Updates

оn the page:

25

february

2015

SCAD++

The speed of solving dynamic problems has been increased.

19

february

2015

SCAD++

New high-precision isoparametric solid finite elements (type 35, 38) have been added.

SCAD++, Kristall

The error in the calculation of the factors of limit slenderness of steel elements has been corrected.

9

february

2015

Arbat

The possibilities of specifying forces in the Strength of Concrete Sections and Strength of RC Sections modes have been expanded.

SCAD++

The Strength of RC Sections mode can now be invoked from the Information on a bar element.

You can now reject the tabular representation (this setting is performed when there are no open models).

4

february

2015

SCAD++

Peripheral elements of the plate can now be created in the models of the FORUM type.

The import/export of Autodesk Advance Steel 2015 data has been added.

16

january

2015

SCAD++

The error in the output of unsupported lengths of bars has been corrected.

14

january

2015

COMET

The error that occurred in some calculations of truss joints has been corrected.

SCAD++

Display filters have been added in the control functions of the groups of steel and reinforced concrete members.

30

december

2014

Arbat

The algorithm for the transformation of the results of the reinforcement selection for the check has been optimized.

23

december

2014

The reaction to right-clicking on tabs has been added - you can close and create windows using the menu.

23

december

2014

SCAD++

Analysis according to the seismic codes of Turkmenistan (TGN 2.01.08-99) and Ukraine (DBN B.1.1-12:2014) has been added.

The error in the calculation of transverse reinforcement in reinforced concrete bars according to SP 63.13330.2012, which sometimes led to ignoring the requirements of Sec. 8.1.34, has been corrected.

The error in the specification of the DCF data on related loadings has been corrected.

18

december

2014

SCAD++

The error in the transfer of the loads to Cross has been corrected.

The error in the transfer of the results of the reinforcement selection to ALLPlan has been corrected.

You can now create additional groups of reinforced concrete and steel structures (groups can intersect and there can be differences in the parameters).