Graphics system and computational processor

• Determination of internal forces in the problem of nonstationary heat conductivity for some types of physically nonlinear elements has been corrected

• Obtaining of nodal reactions caused by pulsation component of wind impact has been corrected in ASSEMBLAGE system problems

• Algorithm for accounting of grids coordination has been improved

• Accounting of the variants of harmonic loading state in DCL has been corrected

• The sign of normal stresses caused by bimoment in CROSS-SECTION system has been corrected

MC

• Reduction factor from the buckling relative to a weak axis has been taken into account for the calculation of ultimate relative slenderness at buckling upon in-plane bending at a constant bending moment along the length of element (Appendix A of EN 1993-1-1)

• Local buckling analysis of the wall according to Eurocode 3 has been canceled, if the element is not on support

• Accounting of p.6.3.2.3 of EN 1993-1-1 has been added to calculate symmetrical I-beams according to Eurocode 3

• The sign of bimoment stresses has been corrected

• Beams' general buckling analysis by flexural-torsional mode according to DBN, SNiP, SP has been refined

R/C

• Rare errors in reinforcement calculation according to SNiP have been fixed

Soil

• Rare error in obtaining the contours of soil loads caused by plate elements has been fixed, this error could affect the calculation of soil stress diagrams

• Error in determining the conditions of use factor for the soil at calculation of pile bearing capacity has been fixed

• Calculation of driven pile bearing capacity has been corrected according to DBN

• Determination of the coefficient I0 in pile settlement calculation according to the guide to Eurocode 7 (based on Poulos's method of elastic coefficients) has been corrected