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Umowa serwisowa

Umowy serwisowe

Aktualizuj programy firmy Dlubal dzięki umowie serwisowej. Oferujemy regularne aktualizacje. Dzięki temu jesteś w pełni wyposażony, aby w pełni wykorzystać swoje programy.

Umowa serwisowa Pro obejmuje również wsparcie telefoniczne oraz, w razie potrzeby, wsparcie online za pośrednictwem wideokonferencji internetowej.

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Elementy:

  • Update Report No. 03441

    RFEM 5 5-31-01 | 2023-01-23
    • Reset of trial licenses - they can be reactivated once only
    • Adaptations in the panel regarding the display of surface thicknesses of surfaces of the Laminate stiffness type
    • Adaptations concerning the deactivation of surfaces in the load case options - if line hinges are assigned on these surfaces, they are now also deactivated
    • Adaptations in the export of the DXF format regarding the export of arcs and circular lines as well as the numbering of the objects
    • Adaptations in the GH interface regarding the export of surfaces with curved boundary lines - they were sometimes exported twice
    • Adaptations concerning the transfer of the model to RWIND Simulation if the model contains null members
    • Adaptations concerning the conversion of intersection lines into normal lines
  • Update Report No. 03440

    RSTAB 8 8-31-01 | 2023-01-23
    • Reset of trial licenses - they can be reactivated once only
    • Adaptations in the Stiffness Diagram nonlinearity of member hinges regarding the input of positive values in the negative diagram area
    • Adaptations concerning the transfer of the model to RWIND Simulation if the model contains null members
  • Update Report No. 03439

    RF-CONCRETE 5-31-01 | 2023-01-23
    • Adaptations concerning the displayed values on surfaces - the values could sometimes show massive deviations when compared with the underlying results
    • Improved the calculation of the required shear reinforcement of surfaces. When minimum shear reinforcement was activated, it was always output as the statically required reinforcement area
    • Adaptations in the design of the required longitudinal reinforcement for the serviceability limit state of circular cross sections
  • Update Report No. 03438

    CONCRETE 8-31-01 | 2023-01-23
    • Adaptations in the design of the required longitudinal reinforcement for the serviceability limit state of circular cross sections
  • Update Report No. 03437

    RF-STEEL EC3 5-31-01 | 2023-01-23
    • Adaptations concerning the selection of section deformation in the settings for rotational restraints
    • Adaptations concerning the consideration of the rotational restraint and the shear panel in fire protection stability checks if no ultimate limit state design is carried out at the same time
  • Update Report No. 03436

    STEEL EC3 8-31-01 | 2023-01-23
    • Adaptations concerning the selection of section deformation in the settings for rotational restraints
    • Adaptations concerning the consideration of the rotational restraint and the shear panel in fire protection stability checks if no ultimate limit state design is carried out at the same time
  • Update Report No. 03435

    RF-DYNAM Pro - Natural Vibrations 5-31-01 | 2023-01-23
    • Adaptations concerning the presentation of masses in Tab. 5.7 Effective Modal Mass Factors - only zero values were displayed in some cases
  • Update Report No. 03434

    CRANEWAY 8-31-01 | 2023-01-23
    • Adaptations in fatigue design for the lower flange regarding the applied vertical load
  • Update Report No. 03433

    RF-LAMINATE 5 5-31-01 | 2023-01-23
    • Update of compositions from the company Piveteau Bois
    • Adaptations in the printout report in table 2.2 when displaying stresses on selected surfaces
  • Update Report No. 03432

    RF-GLASS 5-31-01 | 2023-01-23
    • Adaptations in the result table of maximum displacements regarding the limit uZ values
  • Update Report No. 03431

    RFEM 5 5-30-02 | 2022-12-08
    • Optimizations regarding the loads generated by RWIND Simulation
    • Adaptions regarding the torsional moments of inertia of I profiles with welded flat steel
    • Adaptions in the internal data processing - the calculation could not be started if specific characters were used in the path of the temporary directory
  • Update Report No. 03430

    RSTAB 8 8-30-02 | 2022-12-08
    • Adaptions regarding the torsional moments of inertia of I profiles with welded flat steel
  • Update Report No. 03429

    RFEM 5 5-30-01 | 2022-10-26
    • Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
    • Adaptations in licensing - sometimes the trial version could not be activated
    • Adaptations in internal data processing regarding the retention of the user-defined number of grid points in surfaces
    • Optimizations in the solver regarding the calculation of strains of members with isotropic nonlinear elastic material model
    • Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
  • Update Report No. 03428

    RSTAB 8 8-30-01 | 2022-10-26
    • Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
    • Adaptations in licensing - sometimes the trial version could not be activated
    • Adaptations concerning the generation of loads from RWIND Simulation when starting the calculation via the menu "Calculate" - "RWIND - Calculate All in Background"
    • Adaptations concerning the calculation of load sums when combining member loads and generated loads from motion
    • Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
  • Update Report No. 03427

    LIMITS 8-30-01 | 2022-10-26
    • Expansion of the module database with limits from the Timber Soul group

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