Graphics system and computational processor

• New tables displaying information about specified construction axes and elevation indicators have been added

• Tables displaying information about local nodal axes, axes of alignment and elements orthotropy axes have been added

• Displaying the tables of nodal reactions for DCL has been accelerated

• Selection Filter has been supplemented with buttons for filling the lists of node and element numbers based on the selection in the current view

• Error in automatic assignment of material and design parameter when transferring a model fragment via clipboard has been fixed

• Automatic mutual exclusion of solution variants in harmonic loading states at DCF calculation has been implemented

• Consideration of switched off loading states at DCF calculation has been fixed

• Algorithm for considering the grids coordination for plate and bar elements has been refined

• Consideration of grids coordination for the elements included in absolutely rigid body has been implemented

• Consideration of grids coordination in the problems with use of ASSEMBLAGE system has been implemented

• Accounting of assembly stages at automatic DCL formation has been restored

• Consideration of loading states unification has been refined at DCL calculation and automatic loading states generation (a single factor by impact degree is applicable to the unified loading states, and also when selecting the 1st and 2nd main combinations, the unified loading states are considered as one)

• Batch formation of imperfections with the possibility of automatic generation of new combinations has been implemented

R/C

• Calculation of bar elements with arbitrary cross section according to SNiP 2.03.01-84* has been refined

• A rare exception in punching calculation according to Eurocode 2 has been corrected

MC

• Consideration of pipes and angles corrosion has been restored

• The sign of sectorial coordinate at calculation of normal stresses in the elements prone to warping has been corrected

• Calculation of flexibility safety factor if element loses its stability has been refined

Soil

• Design stress in soil has been refined when calculating the stability of the soil surrounding the pile along side surface

• Consideration of soil safety factor has been added when determining the coefficient of pile utilization, if bearing capacity is specified based on the results of field testing

• Rare error in visualization of mosaic with mean modulus of deformation has been fixed

Import / Export

• Modulus for model import from s2k format has been supplemented with accounting of the tables "JOINT COORDINATES", "CONNECTIVITY - FRAME" and "CONNECTIVITY - AREA".

• Processing of parametrically set cross sections has been added at models import from Revit 2024

Other

• Help System has been refined and supplemented