Graphics system and computational processor

• Possibility to specify up to 1000 loadings has been restored

• Accounting of non-reflecting boundary elements (62,64,68) in a linear problem DYNAMICS+ using the ASSEMBLAGE system has been fixed

• Possibility to display eigenmodes for non-linear problems has been restored

• Formation of a heat capacity matrix of the bar in the problems of the THERMAL CONDUCTIVITY system using the DYNAMICS+ system has been clarified

• Considering the reduction factors to the modulus of elasticity of materials (set by user) for the problems of the ASSEMBLAGE system has been restored

• Display of the coefficients in the NCF table according to Eurocode has been fixed

• Implemented the ability to calculate stability by DCL,which includes harmonic loading (only for the first option)

• Taking into account FE of interface (268 and 269) has been added in the THERMAL CONDUCTIVITY system

• Manual editing of node numbers in displacement groups has been accelerated

• Added restriction: grids coordination cannot be applied to the elements adjacent to absolutely rigid bodies

• Fixed distribution coefficient in the "Periods and frequencies of natural oscillations" table

• Corrected the sign assignment for the total dynamic response in the 65th seismic module

WS

• For composite wooden cross sections, an interface for selecting the modulus of elasticity (calculated or normative) and assigning a correction factor has been implemented

• Database parameters for wood materials "SP laminated" and "LVL" have been fixed

• The calculation of stiffness characteristics of a wooden box has been refined

RC

• Fixed a bug that in some (rare) cases led to an incorrect definition of the moments of cracking

• When calculating according to Eurocode, the accounting for safety factor under seismic loads has been updated

• When calculating punching, the accounting for eccentricities has been corrected

• Improved calculation using the curvilinear diagram of concrete deformation according to DSTU

• Taking into account importance factors when calculating according to DSTU has been fixed

• Changed the logic of calculation of steel-reinforced concrete cross sections for shear and torsion

• Added reinforcement of А500СП class according to STO 36554501-065-2020*

• Fixed characteristics for Вр500 and А400 reinforcement

• For the user-defined database of concrete materials according to Eurocode, the possibility to set the modulus of elasticity has been restored

• Error with constructing a bearing capacity surface for transverse forces and torsion has been fixed

MC

• Processed the number of exceptions that in some cases did not allow opening a protocol with a design calculation

• For the box 150х100х7 according to GOST 30245-2003, the value of weight per meter has been fixed

Soil

• When specifying a pile cross section, the possibility to edit the pile toe widening has been restored

• Made corrections to the calculation of the stability of the soil surrounding the pile

• In the SOIL system, an error in creating a soil profile for a scheme with the simultaneous presence of a slab and a pile foundation has been fixed

Other

• Updated Help System

• Developed "User's Guide10.12"