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.

The assortment of rolled profiles of China has been added.

SCAD++

The dialog box for the analysis of the AFC results now enables to output the results for the frequency range specified by the user.

The Chamfer bars operation has been added (analogue of the Chamfer command in AutoCad)

SCAD++

The operation of combining two bar elements now enables to combine several (interconnected) bars lying on one straight line into one element.

When specifying the initial data for DCF and DCD, you can now deactivate a loading for the calculation of DCD.

You can now perform the expansion of plates by an offset from the faces for the models of the Forum type.

When checking steel and reinforced concrete elements, you can now obtain the factors for maximum vertical displacements of nodes of the elements.

SCAD++

Direction of the force output and orthotropy axes can now be specified in the projects of the Forum type.

When creating cable-stayed elements from wire ropes, the elastic modulus of a wire rope is automatically selected on the basis of the respective GOST.