ZAPROS

The output of the information on stresses in the soil layers at the calculations according to SP 50-101-2004, SP 22.13330.2100 and DBN B.2.1-10-2009 has been corrected in the Foundation Settlement mode.

SCAD++

You can obtain both characteristic and characteristic long-term values for design combinations of displacements.

SCAD++

The Loads from the fragment postprocessor now contains more visualization options for cut elements and enables to output the loads only for the selected segment.

SCAD++, Kristall

The analysis of steel structural members now includes the strength analysis for reduced stresses at the simultaneous action of the bending moment and the lateral force on the basis of Sec. 5.14* of SNiP II-23-81*, Sec. 8.2.1 of SP 16.13330.2011, Sec. 9.2.1 of SP 53-102-2004, Sec. 1.5.2.1 of DBN B.2.6-163:2010.

The calculation of the local stability of the web under concentrated forces has been refined in the calculation of the beams.

ComeIn

The calculation of the Basement Wall and Reinforced Basement Wall has been refined.

The possibilities of taking into account the porosity of stones have been expanded.

Kristall

The error in the strength analysis of the bearing stiffener weld has been corrected in the Beams and Continuous Beams modes.

SCAD++

The postprocessor of steel sections now enables to obtain a color scale of replaced sections and specify rigidities on the basis of the sections used in the check.

The error that occurred at the selection of reinforcement in bars when the effective length factors were different in the XoY and XoZ planes has been corrected.

SCAD++

The option of autosaving the model has been added.

SCAD++

The dialog boxes with the DCF and principal and equivalent stresses (from the information on the element) now enable to sort the data.

The energy postprocessor now enables to obtain the sign of the total energy of the subsystem when analyzing the elements with positive and negative energy.

SCAD++

The drawing of rigid bodies and operations with them have been fixed.

Directions of the force output can now be set automatically in all plate elements (the direction along the X axis of the global coordinate system is set for horizontal elements, and that along the Y axis is set for vertical elements).

Kristall

The calculation of bolted and welded connections has been refined.

The assortment of rolled profiles of Poland has been added.