SCAD
In the calculation of punching loads, the consideration of the elastic foundation has been added (the option must be set in the calculation parameters).
The placement of side reinforcement in case of two-row reinforcement of a rectangular section has been refined.

SCAD, Kristall

Change No. 1 to DBN B.2.6-198:2014 has been implemented.

Kristall, Arbat
When combining load cases, the requirement of change No. 2 to DBN B.1.2-2:2006 is implemented.

SCAD, Arbat
When analyzing the fire resistance of reinforced concrete structures, characteristic  long-term, rather than characteristic  loads are used in accordance with the Manual for STO 36554501-006-2006 and SP 468.1325800.2019.

SCAD, Kristall
Fixed a bug in the generator of one of the triangular trusses.

SCAD

The control of rigid inserts in structural elements has been changed.

The installation file for version 23.1.1.1 has been updated.

WEST

For wind loads according to EN 1991 account of permeability has been refined.

KAMIN

Implemented wall analysis and local strength analysis according to EN 1996 and DBN B.2.6-162:2010.

SCAD

Support for EN 1995 and DBN V.2.6-161:2017 has been added for the construction of timber structures in SCAD.

SCAD

The post-processor of principal and equivalent stresses has been expanded with the ability to visualize principal forces and principal moments in plates.

SCAD

The connected selection mode has been added.