Updates
9
february
2019
Arbat, SCAD++
The design characteristics of the reinforcement of classes А400С, А500С have been brought into compliance with TSN 102-00* for the calculations of the reinforced concrete structural members according to SNiP 2.03.01-84*.
9
february
2019
SCAD++
The seismic analysis according to SP RK 2.03-30-2017* is implemented. An additional correction factor can now be specified.
4
february
2019
SCAD++
Fire resistance analysis postprocessor has been developed.
1
february
2019
SCAD++
In the case of a preliminary design of steel structural members, not only can you output the utilization factor of restrictions Kmax, but also the color scale of the utilization factor of restrictions without taking into account the limit slenderness and local stability factors.
30
january
2019
Accelerogram Editor
The error of saving a response spectrum as a plot of the dynamic amplification factor has been corrected.
25
january
2019
ZAPROS
The calculation of the foundation settlement according to SP 22.13330.2016 has been modified to take into account the pore pressure and the buoyancy effect of water as explained by the authors of the codes.
4
january
2019
SCAD++
The capabilities of the Determine the area of polygons command have been expanded – the perimeter and the angles are now output as well.
29
december
2018
SCAD++
When checking steel and reinforced concrete bar structural members, you can now obtain the factors for maximum horizontal displacements, vertical and horizontal deflections.
27
december
2018
SCAD++
The Create nodes at the specified distance from the selected ones command now also enables to connect nodes by bars.
24
december
2018
Arbat
The fire resistance analysis is implemented.