Graphics system and computational processor

• The possibility to determine forms and loss-of-stability factors at using the TERMAL CONDUCTIVITY system has been restored

• Determination of modal mass contribution for dynamic loading states in problems with available absolutely solid bodies has been corrected

• The error in ASSEMBLAGE mode, which sometimes occurred when editing the material property coefficients at the stage of assembly has been corrected

• Displaying of the diagrams of internal forces on bar elements taking into account physical nonlinearity has been corrected

MC

• Calculation of tangential stresses in symmetrical rolled and welded I-beams according to DBN, SP has been refined

• The error in calculation of flexural-torsional stability for I-beam with rotated orientation according to DBN, SP has been corrected

• Consideration of longitudinal force at strength calculation for the cross sections of 2-3 classes according to DBN, SP has been refined

RC

• The algorithm for smeared longitudinal reinforcement buildup, which is required for torsion calculation, has been refined

• The algorithm for crack opening calculation according to Eurocode and DBN has been refined

• Consideration of user-defined transverse reinforcement at applying automatic reinforcement templates has been corrected

• Selection of reinforcement in plate elements when applying the calculation method according to SP 63.13330.2012 has been refined

Soil

• The possibility of user-defined torsional stiffness for the piles modeled by a chain of rods has been implemented

Utils

• The algorithm of preliminary sorting of internal forces' combinations has been changed in the calculation utilities for reinforced concrete elements