Graphics system and computational processor

• Capabilities in calculation of tilts and limit strains in floors caused by DCL have been extended

• Rare error related to triangulation of architectural plates with holes has been fixed

• Snow and wind load generators have been improved

• Rare error in calculation of internal forces in equivalent plates has been fixed

• Possibility to create the tables of nodal reactions by using LiraAPI has been added

• Shock wave impact calculation has been refined and significantly accelerated (module 26)

• Table of extreme stresses for the cross-sections made of unequal angles has been corrected

• Generation of NCF and autoNCL by Eurocode 0 has been corrected for the cases when the coefficient of transition to normative loads is not equal to 1

• Accounting of bar rigid inserts has been implemented during mesh coordination

R/C

• Possibility to calculate R/C columns considering the principle of “Weak beam - strong column” has been restored for seismic combination calculations by Eurocode

• Some difficulties related to the transfer of selected reinforcement to the initial data have been fixed

MC

• Selection of three-branches cross-sections has been restored

• Logic of automatic determination of C1 coefficient for flexural-torsional buckling mode analysis has been refined for the cross-sections in which local axes do not match the principal axes of inertia (Eurocode 3)

• Corrosion accounting for bent channel bar cross-section has been restored

• Calculation of boxes with rhombic-shaped orientation has been refined

• Determination of the radius of inertia of equal angle has been corrected (local axes of cross-section match the principal axes of inertia)

• Calculation of deflections for some rare situations has been restored

• Logic of logging the errors and warnings has been changed: now all accrued errors will be displayed (previously only the errors that occurred in the checks with maximum utilization coefficient were logged)

• Arror in determining the reduced area of the web for box-shaped cross-sections has been fixed

• Determination of plastic behavior coefficients Cy, Cz for the boxes belonging to the 2-nd class of SSB has been corrected

• Calculation of steel cross-sections by the standards of Eurocode 3 has been greatly accelerated

Soil

• Rare error that could cause the program to freeze during the calculation of some shapes of slab foundations has been fixed

• Possibility to take into account rocky soils when calculating the slab foundations by Eurocode has been implemented

• Possibility to analyze the utilization coefficient by design soil resistance has been restored

• Calculation of consolidation settlement for sandy soils has been canceled

• Rare error resulting in change of pile length during FE-model generation has been fixed

• Visualization of pile base elevations has been added on soil profiles

Import / Export

• Made corrections to import from SAF format

• Made some corrections to import from *.inp format

Other

• Help system has been refined