SCAD++

You can now specify the displacement of the plate midplane (rigid insert) in shell elements.

Kristall, COMET

The error in the selection of the materials for welding according to SP 16.13330.2011 has been corrected.

SCAD++

Groups of structural members (steel and reinforced concrete) can now be specified in the Forum preprocessor.

The scale of types of the specified reinforcement has been added.

The error that sometimes occurred when setting the position in space of bar sections created by Section Builder has been corrected.

SCAD++

The operation of automatic correction of degenerate finite elements (self-intersecting, non-planar, non-convex plates, ...) has been added.

Data exchange with Advance Steel has been improved.

Decor

The error in the calculation of forces in one of the frame types has been added.

SCAD, SCAD++

The error in the stability analysis when there are hinges and thermal loads has been corrected.

COMET-2

The error in the calculation of the Rigid Column Bases has been corrected.

Arbat

When the calculation is performed according to SP 63.13330.2012 and the ratio of the bending moments used in the analysis to the ultimate bending moments exceeds the ratio of the forces used in the analysis to the ultimate force resisted by concrete, a warning is generated (the calculation was not performed in the previous versions).

SCAD++

When you open a new model, the window size is maximized automatically.

SCAD++

The meshing mode now enables to create a meshing contour as a boundary of the convex hull of the selected nodes.

SCAD++

Subsoil parameters and the specified reinforcement can now be input in the projects of the Forum type.

SCAD++

The error in the calculation of transverse reinforcement in bars according to SP 63.13330.2012, which could occur at very large longitudinal forces creating stresses greater than Rb (2Rbt), has been corrected.

Accelerogram Editor

When plotting the response spectra, you can now specify the data on the damping of oscillations not only as the logarithmic decrement of oscillations, but also as the coefficient of internal friction, energy absorption factor, ...

SCAD++

The possibilities of displaying elements the DCF of which include the selected loadings have been expanded in the DCF postprocessor.

The assessment of local buckling of bar elements has been refined.

The selection of DCF for the case when there are both mutually exclusive and related loadings has been refined.

SCAD 11.7

The assessment of local buckling of bar elements has been refined.

The selection of DCF for the case when there are both mutually exclusive and related loadings has been refined.