SCAD++

The Divide plates along the intersection line and Extend the bar to the plate operations have been added for the finite element models.

Once the results of meshing are applied to the model, the contour is automatically removed.

You can change the step and (or) the meshing method after the generation of a triangular mesh of FE on the plane and before its application.

SCAD++

The capabilities of the Combine 3-node elements into 4-node ones operation have been expanded. The additional features arrow enables to invoke the operation of combining a set of plates into 3-node or 4-node finite elements.

SCAD++

Methods of working with the specified reinforcement have been added to the SCAD API library.

The analysis log window and the window with a list of messages will now contain a context menu (it appears after right-clicking).

SCAD++

The calculation of DCD for combinations of temporary loads is added to the design combinations of displacements (DCD), which enables to control the displacements when using the camber techniques.

The options for copying loads can now be selected when copying the model.

The error in the calculation of equivalent stresses has been corrected.

The error in the calculation of the total loads for the seismic action described by 3 accelerograms has been corrected.

The errors of the data exchange with STAAD have been corrected.

SCAD++

In the case of the non-linear problems graphs of the variation of displacements/forces/stresses depending on the step of the non-linear process can now be viewed in the Information on the node/element.

SCAD++

Thermal loads on axisymmetric finite elements have been added.

The output of the names of nodes/elements has been added in the Documenter subsystem.

SCAD++

Plugin for the data exchange with Autodesk Revit 2016 has been added in the SCAD Office installation.

SCAD++

The import/export of Autodesk Advance Steel 2016 data has been added.

Kristall

The calculations can now be performed according to DBN B 2.6-198:2014.

SCAD++

The calculations can now be performed according to DBN B 2.6-198:2014.

The operations of the control of groups of structural members now enable to combine groups of the same type.

Now the global coordinate system is always displayed in the window of the design model.

The color scale of local axes of bar elements has been added.

COMET

The error in the strength check of the support column section has been corrected in the Rigid Column Bases mode.

The calculations can now be performed according to DBN B 2.6-198:2014.

SCAD++

Simultaneously with the separation of elements you can now model a linear hinge in plates.