SCAD++

When performing a physically nonlinear analysis, it is now possible to take into account the Bauschinger effect and the reinforcement rupture. If the plastic yield theory is used, you can also simulate the degradation of concrete in the tension area using the nonlinear fracture mechanics methods. This, in some cases, allows to obtain the numerical results which are much closer to the experimental ones.

SCAD++, Arbat

The accuracy of the thermal analysis has been increased.

SCAD++

New operation in the Visualization toolbar - Fragmentation of Not Selected Objects.

Enhanced block management capabilities when using Assembly mode and Copy Model operations in Forum mode.

SCAD++, Arbat

When the application displays the temperature in a certain section point indicated by the cursor, if the cursor is within a rebar, the temperature value in the center of this rebar is displayed.

SCAD++, Kristall

When calculating the bar elements of steel structures, the analysis of the lateral torsional buckling of beams, taking into account plastic deformations, was refined.

SCAD++

Requirements of the Change No. 1 to SP 14.13330.2018 are implemented.

SCAD++

When specifying the erection data, you can now use Cross to specify the subsoil parameters at individual erection stages.
Special processing of the calculated displacements (displaying displacements in spherical or cylindrical coordinate systems, processing displacements according to a user-defined function) is implemented.

Kristall

New mode - Castellated Beams.

Kristall, SCAD++

When calculating the strength of single corners, all components of the forces are taken into account, not just the longitudinal force.

SCAD++

Initial data on the coordinate systems for the stresses can now be output in the Documenter.

SCAD++
The error in the selection of transverse reinforcement in plates has been corrected for the case when the “..use the formula (8.106)…” option is enabled and there are many loadings.

The error in the input of data on seismic actions according to EN 1998 has been corrected.

Kristall
The calculation of the critical moment according to EN 1993 has been refined.

SCAD++

With direct integration of the equations of motion, graphs with a variable time step can be used.