Updates
26
march
2019
Version 21.1.9.3 has been released.
25
march
2019
SCAD++, Kristall
The local stability analysis has been refined.
Kristall
The reports on the fire resistance analysis generated in the Resistance of Sections, Beams, Continuous Beams, Columns modes now contain temperature-time curves.
Arbat
The reports now contain information on the fire resistance analysis (if the latter has been performed)
22
march
2019
Kristall
Butt attachments of an I-beam with unequal flanges and round pipes have been added in the Welded Connections mode. The calculation has been refined.
19
march
2019
SCAD++
The process of creating seismic loadings in many directions has been automated.
The error in mutual exclusions in design combinations of reactions in constraints and design combinations of deflections in bars has been corrected.
SCAD++, Kristall
The error in the stability analysis of welded I-beams with unequal flanges has been corrected. The calculation of stability factors for steel elements has been refined.
12
march
2019
Version 21.1.9.1 has been released.
9
march
2019
Comet
You can now select welding materials in any mode.
6
march
2019
SCAD++
Physically nonlinear analysis is implemented.
19
february
2019
SCAD++
When analyzing the extreme factors of the check of steel and reinforced concrete elements, it is now possible to generate a report containing only maximum values.
15
february
2019
SCAD++
The capabilities of the Determine the center of mass command have been expanded – you can now determine the center of mass not only of the entire model, but also of the selected nodes and/or elements.
14
february
2019
SCAD++
The requirements of SP 385.1325800.2018 are now implemented.
The possibilities of the seismic analysis according to SP RK 2.03-30-2017 have been expanded (you can now specify non-standard values of the behavior factors for vertical loads and factors fvk for different elements).
There is now a capability in the information on the node/element in the case of the analysis of factors with time (direct integration) or in the case of incremental loading (nonlinear calculations) to invoke a dialog box with the information on the minimum and maximum values in the graphs by clicking the respective button in the toolbar.