SCAD++

The punching analysis has been refined for the case of the absence of transverse reinforcement and the presence of plates of different thickness near the punching node.

SCAD++, Kristall

When calculating steel structural members, non-standard values of service factors can be specified for seismic actions (in particular, requirements for calculating structures under low temperatures can be taken into account).

Decor

When calculating timber structural members, non-standard values of service factors can be specified for seismic actions.

SCAD++

When determining the design combinations of displacements and deflections in bars, it is now possible to determine combinations from permanent and long-term loads. Limitations from characteristic long-term loads can now be set for structural members as well.

SCAD++

When the calculations are performed according to KMK 2.01.03-96 (Uzbekistan), limit relative inelastic deformation of elements can now be specified.

SCAD++

The meshing quality can now be improved for solid finite elements as well.

SCAD++

Loadings/groups of loads can now be renumbered.

SCAD++

The finite element of type 57 (external two-node damper) has been added. It enables to allow for non-uniform damping at the direct integration of the equations of motion.

SCAD++

When isofields of stresses are plotted for solid finite elements, the values of stresses in nodes are averaged.

SCAD++

The error in the DCF calculation at dynamic loadings of the Harmonic oscillations type has been corrected.

The determination of the design combinations of deflections in bars has been refined.

SCAD++

Nodes/elements can now be renumbered.