SCAD++

The dialog box of the accelerations color scale enables to select the type of output values (characteristic or design). When the pulsation component of the wind load is calculated according to SP 20.13330, the values equal to 70% of the characteristic accelerations can be output for the analysis of the dynamic comfort.

SCAD++
The material damping can now be taken into account in the case of the direct integration of the equations of motion (the respective damping parameter is specified in the stiffness properties of the finite elements).

The punching analysis has been refined for the case of a slab with holes.

SCAD++

The calculation according to SNiP RK 2.03-3-2017 is implemented.

SCAD++

The α-HHT method is implemented for the direct integration of the equations of motion and a method for smoothing the accelerograms and seismograms can now be selected.

SCAD++

The tables with minimum and maximum values of the factors (indicating the numbers of finite elements where these extreme values took place) can now be generated when checking steel and reinforced concrete structural members (and when performing the analysis of the progressive collapse).

SCAD++

Right-clicking on the Select nodes/elements buttons in the Control the Selection toolbar will now invoke a menu which enables to select nodes belonging to the selected elements or select elements adjacent to the selected nodes.

SCAD++

When moving the elements you can now refuse the automatic merging of duplicate nodes and/or elements.

SCAD++
The information output by the Steel Consumption operation has been extended. In particular, 
a table with the technical specification for steel is generated.

SCAD++

When exporting the reinforcement results to ALLPLAN you can now select the exported areas - calculated or calculated (according to the assortment).

SCAD++

The calculation of design combinations according to EN 1990 is implemented.
The analysis of steel structural members according to EN 1993 is implemented.