Accelerogram Editor

The accuracy of calculation of the response spectra has been increased.

A uniform scale of frequencies can now be specified when displaying the response spectra.

A verification example for the case of a high-frequency accelerogram has been added.

SCAD++

The error that sometimes occurred during the progressive collapse analysis of steel elements has been corrected.

Deleted elements can now be visualized in the Progressive Collapse postprocessor.

The list of nodes/elements included in the groups can now be edited in text form.

SCAD++

When checking steel and reinforced concrete elements the factors for maximum vertical displacements now take into account not only the design combinations of displacements of nodes, but the design combinations of deflections as well.

Arbat

The consideration of the transverse reinforcement in the punching analysis according to SP 63.13330.2012 and SP 52-101-03 has been refined.

SCAD++

Reports on the results of the check/selection of reinforcement, analysis of steel structures and progressive collapse analysis can now be generated in the Documenter.

The Elements table in the postprocessor now contains the columns with energy and specific energy (if the color scale of energy is displayed).

SCAD++

The tabular representation of forces in special finite elements has been added.

A report with the data on the accelerations of nodes can now be generated.

SCAD++

Design combinations of deflections in bars can now be calculated.

Envelopes of the diagrams of design combinations of forces in bars can now be plotted in the DCF postprocessor.

SCAD++

When importing the data from other programs, the possibilities of establishing a correspondence between the bar sections have been expanded.

SCAD++

Two new verification examples for the Steel postprocessor have been added.

The display filters state can now be saved to an external file (and restored from a file).

SCAD++

Design combinations of reactions in constraints can now be output in the Documenter.

A table with design combinations of reactions in constraints can now be obtained in the Information on the node.

The “move nodes to the given plane” function now enables to use the coordinates of the selected node.

SCAD++
Design combinations of reactions in constraints can now be calculated.

STAAD data import errors have been corrected.