SCAD++

For direct integration of the equations of motion of the physically nonlinear system now it is possible to use explicit integration scheme.

SCAD++

Calculations of cold-formed profiles according to SP 260.1325800 and EC 1993-1-3 have been implemented.

Comet

For the modes Rigid Column Bases and Nominally Pinned Column Bases now it is possible to change the plane of loading.

The capabilities of the Accelerogram Editor program have been expanded.

The possibilities of setting up the assortments of rolled metal have been expanded.

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.