Zapros

Remark 3 to the Table 7.3 of SP 24.13330 is taken into account while analysis of the Load-Bearing capacity of the Pile.

SCAD++, Arbat

Clarifications have been made to the analysis of fire resistance under the action of transverse forces. Analysis of fire resistance has been accelerated (due to the refusal to calculate the ultimate moment strength factor , which is not specified by the code).

SCAD++

The Take into account the structural members during the digitization of force diagrams checkbox has been added in the Environment Settings dialog box (the Results tab). If this checkbox is checked, the force diagram digitization rules change for the previously created structural members (steel or reinforced concrete). Only the extreme values for the entire structural member are displayed, but not the minimum/maximum values for every finite element included in it.

SCAD++

When opening a model, added control that the file is not opened by another copy of the program.

SCAD++, Kristall

The buckling analysis of rolled I-section with heihjt more than 500 mm has been refined.

SCAD++, Arbat

Analysis according to EN 1992-1-1 is implemented.

SCAD++

Change No. 1 to SP 385.1325800.2018 is implemented.

SCAD++

A diagram can now be digitized in two color and both minimum and maximum values of internal forces and moments can now be simultaneously displayed in the diagrams.
The capabilities of displaying the grid lines and elevations have been expanded

New software Magnum – analysis of load-bearing cold-formed steel members.

Kust

New operation - Jordan elemination step.

Arbat

New modes - Slab Check (Karpenko' theory), Selection of Slab Reinforcement (Karpenko' theory).