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.

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.