Graphics system and computational processor

• When operating in a local network, the possibility of simultaneous opening the initial data files by different users is blocked

• Two new thin-walled steel cross sections (Omega and C-shaped) have been implemented

• In the mode of add load, the tools for editing already specified loads have been improved

• Consideration of tangential component in wind load according to EN 1991-1-4:2005 and NTP RK 01-01-3.1(4.1)-2017 has been implemented

• In the mode of load analysis for DCL, the possibility to sum both design and normative values of loads has been implemented

• In the mode of add element, the possibility for automatic conversion of single-noded pile FE into single-noded elastic link elements with saving the calculated stiffness has been implemented

• Table generation and displaying of results from DCL for the problems with a large number of combinations has been significantly accelerated

• Consideration of the loads set on the rib of plate FE modeling plane stress state or plane deformation has been refined

• A new mode of Imperfections available during calculation results analysis has been implemented for automatic setting of local imperfections according to EN 1993-1-1

• Batch adding of generalized loading states for consideration of several components of seismic loading states with different coefficients, has been implemented in the loading states editor

WS

• Determination of long-term strength factor, factor of safety and conditions of use factor during calculations according to the requirements of SNiP II-25-80 and SP 64.13330.2017 has been automated

• To calculate stability by flexural-torsional mode according to the requirements of SNiP II-25-80 and SP 64.13330.2017, the automatic determination of the bending moment diagram type has been implemented

• Calculation of composite cross sections according to the requirements of SNiP II-25-80 and SP 64.13330.2017 has been implemented

RC

• Reinforcement buildup algorithm for the plate elements subjected to tension has been refined

MC

• Proportioning and check for two thin-walled steel cross sections (Omega and C-shaped) according to the requirements of EN 1993-1-1 Eurocode 3 have been implemented

• Calculation of local stability of flanges and walls according to SP 16.13330.2017 and DBN V.2.6-198:2014 has been refined

• Calculation of tensile-bending elements stability according to SP 16.13330.2017 and DBN V.2.6-198:2014 has been refined

• When calculating the local stability of pipes according to SP 16.13330.2017, the change # 5 has been taken into account

• To calculate stability by flexural-torsional mode according to the requirements of EN 1993-1-1 Eurocode 3, the automatic identification of the bending moment diagram type has been implemented

• Automatic identification of span types (shear delay and location on the support) based on specified disbracings for deflections, has been implemented for EN 1993-1-1 Eurocode 3

Soil

• When calculating piles according to the requirements of DBN V.2.1-10-2009, the consideration of rocky soils has been implemented

• When calculating piles according to the requirements of EN 1997-1:2004, the calculation of pile stiffness in horizontal directions has been implemented

• Error in cross section orientation on design scheme has been corrected for rectangular piles

• When calculating piles according to the requirements of EN 1997-1:2004, a preliminary (evaluation) calculation of pile bearing capacity has been implemented

• When calculating piles according to the requirements of EN 1997-1:2004, the possibility to consider piles with an equivalent chain of bars has been implemented

• Screw pile calculation for EN 1997-1:2004 has been implemented

Import / Export

• Error in import of gravity load from *.inp format has been corrected

Other

• Help System has been refined and supplemented