Updates
1
august
2019
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).
31
july
2019
SCAD++
The requirements of the modification to SP RK 2.03-30-2017 from 05.06.2019 are now implemented.
23
july
2019
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.
18
july
2019
SCAD++
Tangential earth pressure can now be taken into account in bar and plate finite elements.
16
july
2019
SCAD++
Right-clicking on the Select Loadings list invokes a dialog box where you can set and hide certain types of data in the list, for example, hide oscillation modes, combinations of loadings etc.
12
july
2019
SCAD++
Plugin has been developed for the data exchange with Tekla 2019.
11
july
2019
SCAD++
In the case of selective analysis of structural groups of steel elements you can select both structural groups and unification groups.
5
july
2019
SCAD++
The Control the Erection Stages dialog box enables to edit (in the text format) the lists of added/deleted elements.
4
july
2019
SCAD++, Kristall
Truss members can now be calculated taking into account bending moments and shear forces.
3
july
2019
SCAD++
The postprocessor now contains a color scale of erection stages.