Decor

The calculation of the resistance of sections with holes has been refined.

SCAD++

The error in the calculation of inertial forces according to KMK 2.01.03-96 has been corrected.

The accuracy of calculating stresses in geometrically nonlinear plate elements has been increased.

SCAD++, Kristall, Section Builder

Profiles of type U and C according to TU 1120-001-37820873-2012 have been added to the “Cold-formed profiles” catalogue.

Bent angles according to GOST 19771-93 and GOST 19772-93 have been added to the “GOST” catalogue.

SCAD++

The capabilities of the Specify the reinforcement layout of plate elements operation have been expanded. The additional features button enables to modify only a part of the reinforcement layout (for example, to modify only S1, leaving the other components unchanged). 

SCAD++

The analysis of stability of in-plane bending in the Steel postprocessor has been refined for the structural members of beam type.

SCAD++

Seismic analyses according to the codes of Turkmenistan (SNT 2.01.08-99*) have been added.

SCAD++

When importing data from Tekla, a heuristic algorithm for recognizing compound sections has been added.

The bug that caused the program to crash when using the Standard structures and Standard analytic surfaces operations has been fixed.

SCAD++

A verification example for SCAD has been added – Love problem.

SCAD++

The "Search of nodes with the given characteristics" operation has been added to the Visualization toolbar.

The "Divide bars by a polygon" operation has been added.

SCAD++

The importance factor can now be taken into account in the dialog box for viewing DCF for a certain finite element (it is invoked from the Information on the element).

The bug in the control of groups of steel and reinforced concrete elements has been fixed.

SCAD++

The bug that caused incorrect restoration of the position of toolbars has been fixed.

SCAD++, Kristall

The error in the calculation of factors for limit slenderness for lattice sections has been corrected.