SCAD++

When the data is changed for some groups of structural members (steel and reinforced concrete), the calculation is performed only for the modified groups, which considerably improves the performance.

A report on the progressive collapse can now be generated.

SCAD++

The error in the calculation of reactions in constraints has been corrected for the case when there is a load of the “specified displacement” type (described as the displacement of the constraint).

Add-in has been added for the data exchange with Tekla 21.

SCAD++

The error in outputting a selection of forces has been corrected in the Documenter.

SCAD++

There is now a progress indicator in the Documenter and a possibility to interrupt the process of report generation.

SCAD++

The error that sometimes occurred when inheriting loads in the operation of dividing bars taking into account the intermediate nodes has been corrected.

SCAD++

The Documenter and Print Tables now enable to print DCF for the progressive collapse.

The DCF postprocessor now contains a color scale of design combinations for the progressive collapse.

The error occurring when specifying the characteristic values of loads has been corrected.

Decor

Load from the self-weight can now be specified in the Trusses mode.

Arbat

The error in the consideration of the self-weight in the beam calculation has been corrected.

SCAD++

The data control error has been corrected for structural members with rigid inserts.

When performing the calculation, the log window will now contain the Errors and Warnings tab.

The operation of opening all models included in the package is added for the variation of models.

The possibilities of specifying the data on modal damping have been expanded in the Direct Integration of the Equations of Motion mode.

Editor of Dynamic Amplification Factor

Data input error has been corrected.

SCAD++

The tabular representation of data (in the xls format) can now be obtained for bar elements and cable stays in the Deflections and Forces dialog boxes invoked from the Information on the element.

Displacement of the plate midplane can now be specified in the projects of the Forum type.

SCAD++

Stability analysis of steel structural members under seismic actions according to SNiP RK 2.03-30-2006 has been refined.

SCAD++

The operation which enables to divide plates taking into account the nodes lying in their area has been added.