SCAD++, Kristall

Cold-formed profiles according to TU 1112-02-10836231-2014 have been added.

Kristall

Verification examples have been added.

SCAD++

Seismic analysis can now be performed according to SP 14-13330-2014.

KAMIN

Verification examples have been added.

SCAD++

Standard analytic surfaces and standard structures can now be generated.

You can now control the modules of opr-projects, groups of nodes/elements, groups of steel and reinforced concrete elements.

Kristall

The calculation of battens and slenderness for lattice sections with battens in the Resistance of Sections and Columns modes has been refined.

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.

KAMIN

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.