Arbat

New mode - Shear at the interface between concrete cast at different times (EN 1992-1-1).

WEST

Calculation according to EN 1991 are implemented.

SCAD++, |Kristall, Magnum

You can now select whether to specify the effective length or the effective length factor using the respective switch.

Kristall

New mode - Sin-beam.

In the Effective Lengths mode stepped columns has been added.

SCAD++, Arbat

When specifying the initial data for the analysis of reinforced concrete structural members, the additional options button allows you to

• specify the upper and lower limits of variation of the coefficient Phi_n (see Sec. 8.1.34 of SP 63.13330);
• invoke the calculation of the slenderness factor in SCAD;
• invoke the calculation of the normalized normal force factor according to Sec. 5.4.3.4.1(2) of EN 1998-1;
• increase the design shear forces for seismic combinations (see Sec. 5.4.2.4(7) of EN 1998-1).

WEST

Change No. 3 to SP 20.13330.2016 has been implemented.

The installation file for version 21.1.9.9 has been updated.

SCAD++

For Elements of the Technical Specification for Steel it is possible to control the order of data output.

SCAD++

The Express control additionally checks whether the design model is constrained.

The capabilities of the Move nodes to the given plane operation have been expanded. The nodes can now be moved not only along the normal, but also along the selected coordinate axis.

When performing the Create additional nodes between nodes and Create nodes at the specified distance from the selected ones operations groups of merged displacements can be simultaneously created.

Arbat

Punching Analysis of Wall Ends and Corners (SP 63.13330) has been implemented.

SCAD++

Added the ability to set the stiffness reduction coefficients for bars and plates.

Arbat, SCAD++

When calculating according to EN 1992-1-1, the error of using the coefficients Gamma_C, Gamma_S for fundamental combinations has been corrected.

The assortment of Ukrainian profiles has been added.