SCAD++

When calculating the response spectra it is now possible to specify an arbitrary direction of the accelerogram action and obtain both absolute and relative accelerations.

You can now specify the coefficient of variation of the elastic modulus for the projects of the erection type not only for the current stage but for all the subsequent ones as well.

SCAD++

Nodes and elements can now be selected in the Information on the element.

The error in the specification of the default importance factor in the Project Identification Data dialog box has been corrected.

Kristall, Arbat, Decor

A self-weight factor can now be specified when specifying the load from the self-weight in the modes for the analysis of beams and columns.

The error in the import of RSU2 files which resulted in “redundant” zero loadings has been corrected.

SCAD++

The color scale of rigid inserts in bars has been added.

When calculating steel and reinforced concrete elements according to SNiP, it is now possible to perform the data control (without performing the calculation) and view messages that were output during the previous calculation.

SCAD++

When dividing elements and copying their properties, the inheritance of belonging to the groups (including the groups of structural members) and the specified reinforcement have been added.

SCAD++

The speed of solving dynamic problems has been increased.

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.

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).

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.

SCAD++

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

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.