Graphics system and computational processor

• In module (64) of seismic action calculation according to the standards of the Kyrgyz Republic the requirements set forth in SN KR 20-02 2024 have taken into account

• A new spectral dynamics module (26) has been implemented to take into account the blast wave impact on design model

• When assigning external dynamic loads for the system DYNAMICS+, an automatic generation of the blast wave impact graph has been implemented

• For the finite elements of non-reflecting boundary (62, 64, 68) the possibility to specify the scaling pole (load application) which is necessary for static loading states has been implemented

• New plate FE (122, 130) and solid FE (132-136) have been implemented to model the pressure on vessel walls and fluid splashing in static and dynamic problems

• The possibility to assign a structural element to architectural bar has been implemented

• Calculation of torsion moment components for a thin-wall bar (7, 307) has been refined

• Summation of equivalent plates internal forces from solid FE has been significantly improved

• The possibility to specify user-defined DCL has been added for nonlinear problems

• The possibility to specify loading states beyond the history of loadings which can be used in DCL creation has been implemented in nonlinear design models

• The possibility to display the tables of extreme reactions for loading states and DCL has been added

• A rare error in calculating the values of responses in friction FE (263, 264) in static and dynamic loading states has been corrected

• Eight new tables of results which illustrate the extreme nodal reactions caused by loading states and DCL have been added

WS

• Determination of mdl coefficient for constant and long-term loads according to SNiP/SP has been refined

• Algorithm for determination of kf coefficient according to SNiP/SP for the cases when user defines the shape of bending moment diagram has been refined

R/C

• A rare error which occurs when calculating the cracking moment has been corrected for all the standards

• The possibility to calculate linear plates for punching by DCL has been implemented for nonlinear problems

MC

• Bimoment accounting when proportioning and checking the cross sections has been refined

• Algorithm for automatic determination of spans intended for shear delay according has been refined in accordance with Eurocode

• Algorithm for automatic determination of the bending moment diagram has been refined in accordance with Eurocode

• Algorithms for checking and proportioning the rhombic-shaped boxes have been refined

Soil

• The possibility to apply automatic DCL has been added to the batch calculation when refining the loads for the SOIL system

• Mosaics of bearing capacities and settlement differences for the piles which are modeled with a chain of bars have been restored

• Calculation of a group of piles which are unified into one Euro cluster has been corrected

• Calculation of stresses caused by dead weight of the soil when determining the pile bearing capacity has been corrected in accordance with DBN

Other

• Help System has been refined and supplemented