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

• When determining the wind pressure according to DSTU-N B EN 1991-1-4:2010, the calculation of air density has been corrected, and Change No. 1 to formula (4.8) has been taken into account

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

• Corrections in creep accounting when solving physically nonlinear problems have been incorporated

• Table editing of bar element hinges has been refined

• Plate load caused by explosion at a given point (pole) has been implemented for the spectral module “Shock wave” (26), and the possibility to take into account the angle of attack for all types of loads has been added

R/C

• Visualization of mosaics of proportioned transverse reinforcement areas has been corrected at consideration of design features of the bars

MC

• Calculation of deflections for LTSS has been restored

• 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)

• P.6.3.2.3 of EN 1993-1-1 has been considered in calculation of symmetrical I-beams according to Eurocode 3

• Possibility to specify the ultimate slenderness for the branches of two-member cross-sections has been restored

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 obtaining the conditions of use factor for the soil at calculation of pile bearing capacity has been fixed

Wood

• Input of initial data on structural design parameters for composite cross-sections has been simplified