SCAD++
In the case of seismic actions you can now move the centers of masses of storeys.

SCAD++

The project tree now contains modes which enable to delete all calculation results or delete results for oscillation modes (leaving only the results of total displacements/forces/ …).

Kristall

In the case of the fire resistance analysis the software also outputs the reduced thickness and the proper fire resistance limit.

SCAD++, Kristall

Two new prototypes of steel trapezoid trusses have been added.

SCAD++

When checking steel and reinforced concrete bar structural members, there is now a tooltip with the number of the bar section corresponding to the maximum value of each factor in addition to the respective combination formula.

SCAD++
Tajikistan codes GNiP RT 22-07-2018 are now supported

SCAD++

The calculation of centers of rigidity of storeys is implemented.

Decor

The requirements of Modification No. 1 to SP 64.13330.2011, Modifications 1,2 to SP 64.13330.2017 are now implemented.

SCAD++
A special procedure for working with oscillation modes corresponding to multiple frequencies is implemented (the sum vector is rotated so as to obtain its maximum contribution to the overall dynamic response of the structure).

SCAD++

The requirements of the modification to SP RK 2.03-30-2017 from 05.06.2019 are now implemented.

West

New mode - Peak Wind Load.
The calculation of wind loads on the mast guy-wires has been added in the Wind mode.

SCAD++, Kristall

Requirements of Sec. 7.3.6, 9.4.6 of SP 16.13330.2017 concerning the postbuckling behavior of steel structural elements have been implemented.

SCAD++
The speed of calculating factors for limit deflections of steel and reinforced concrete bars has been increased.

SCAD++
Tangential earth pressure can now be taken into account in bar and plate finite elements.