SCAD++

You can now view the accelerograms when specifying the data and viewing the results of the Response spectra subsystem.

The error in the specification of the rigidity names for rolled steel sections has been corrected.

The errors of setting the display filters of loads have been corrected.

The Divide plates along the intersection line operation enables to divide not only the intersecting elements but the adjacent ones as well for the projects of the Forum type.

The data transfer from Cross to SCAD has been refined.

The calculation of the tilt of the foundation slab has been optimized.

Accelerogram Editor

Verification examples have been added.

SCAD++

The bug that in some cases caused the program to crash when creating plate elements has been fixed.

You can now view and generate a report document about all groups of reinforced concrete or steel elements.

SCAD++

You can now set (delete buttons of) display and visualization filters.

SCAD++

When drawing the uniformly distributed loads on bars the following setting is considered “Do not take into account the loads on rigid inserts when specifying the uniformly distributed loads on bar elements”.

The spectra of total accelerations have been added in the Response spectra subsystem.

SCAD++

The SCAD API library has been added.

SCAD++

When calculating the response spectra it is now possible to specify an arbitrary direction of the accelerogram action and obtain both absolute and relative accelerations.

You can now specify the coefficient of variation of the elastic modulus for the projects of the erection type not only for the current stage but for all the subsequent ones as well.

SCAD++

Nodes and elements can now be selected in the Information on the element.

The error in the specification of the default importance factor in the Project Identification Data dialog box has been corrected.

Kristall, Arbat, Decor

A self-weight factor can now be specified when specifying the load from the self-weight in the modes for the analysis of beams and columns.

The error in the import of RSU2 files which resulted in “redundant” zero loadings has been corrected.

SCAD++

The color scale of rigid inserts in bars has been added.

When calculating steel and reinforced concrete elements according to SNiP, it is now possible to perform the data control (without performing the calculation) and view messages that were output during the previous calculation.

SCAD++

When dividing elements and copying their properties, the inheritance of belonging to the groups (including the groups of structural members) and the specified reinforcement have been added.