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Contrato de servicio

service-contracts

Con un contrato de servicio podrá tener los programas de Dlubal Software actualizados. De esta manera, le proporcionaremos actualizaciones regulares, así como también un trato preferencial en el soporte técnico por correo electrónico y telefax.

Con el Contrato de servicio Pro se proporciona además soporte telefónico y, en caso requerido, soporte en línea en su equipo usando video conferencia.

  • Update Report No. 02994

    RFEM 5-19-01 | 17/04/2019
    • Expansion of the material database for cables with steels of the Fatzer company
    • Optimizations regarding the member loads - implementation of an option to apply them eccentrically
    • Optimization of the Revit interface regarding the update of the Revit structure - implementation of a new function to exclusively update materials, surface thicknesses, and cross-sections
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 – 2018i
    • Adaptations concerning the consequence classes according to NS-EN 1990
    • Adaptations concerning the export to Revit regarding the update of the material of surface elements
    • Optimizations in the Tekla interface with regards to the export of openings
    • Optimization of the export from Revit to RFEM - implementation of an option to retain free lines
    • Optimization concerning the export to Revit - specifically for supported boundary lines of surfaces with member definition
    • Adaptations concerning the parametric input of friction coefficients in line supports
    • Adaptations in the printout report regarding the update of max/min information in graphics
    • Optimizations in the viewer version regarding the readability of older modules (such as DSTV, FOUNDATION, etc.)
    • Adaptations in the printout report regarding the visibility of Table 1.8.5 Line Supports - Nonlinearities - Partial Activity
    • Adaptations in the printout report concerning Table 2.3.1 - Combinations Expressions of Exclusive Load Cases
    • Adaptations concerning the detection of instabilities when calculating several load combinations in one go
    • Adaptations concerning the transfer of comments in line loads into the printout report
    • Adaptations concerning the display of the line hinge result diagrams in the model
    • Adaptations concerning the generated loads if related load cases were renumbered
  • Update Report No. 02993

    RSTAB 8-19-01 | 17/04/2019
    • Expansion of the material database for cables with steels of the Fatzer company
    • Optimization of the Revit interface regarding the update of the Revit structure - implementation of a new function to exclusively update materials, surface thicknesses, and cross-sections
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 – 2018i
    • Adaptations concerning the consequence classes according to NS-EN 1990
    • Adaptations in the printout report regarding the update of max/min information in graphics
    • Optimizations in the viewer version regarding the readability of older modules (such as DSTV, FOUNDATION, etc.)
    • Adaptations concerning the consideration of member loads with manually defined start and end point
    • Adaptations in the printout report concerning Table 2.3.1 - Combinations Expressions of Exclusive Load Cases
    • Adaptations concerning the generated loads if related load cases were renumbered
  • Update Report No. 02992

    RF-PIPING 5-19-01 | 17/04/2019
    • Facilitation of the manual input of all stiffness values of axial expansion joints
  • Update Report No. 02991

    RF-DYNAM Pro - Forced Vibrations 5-19-01 | 17/04/2019
    • Implementation of the response spectra according to NTC 2018 (Italy)
  • Update Report No. 02990

    DYNAM Pro - Equivalent Loads 8-19-01 | 17/04/2019
    • Implementation of the response spectra according to NTC 2018 (Italy)
  • Update Report No. 02989

    DYNAM Pro - Forced Vibrations 8-19-01 | 17/04/2019
    • Implementation of the response spectra according to NTC 2018 (Italy)
  • Update Report No. 02988

    RF-DYNAM Pro - Equivalent Loads 5-19-01 | 17/04/2019
    • Implementation of the response spectra according to NTC 2018 (Italy)
  • Update Report No. 02987

    RF-DYNAM Pro - Nonlinear Time History 5-19-01 | 17/04/2019
    • Consideration of the stiffness of gas solids in the calculation
  • Update Report No. 02986

    RF-PUNCH Pro 5-19-01 | 17/04/2019
    • New filter function in RF-PUNCH Pro regarding surfaces at wall corners and wall ends that are wall corners and for which no longitudinal reinforcement is to be defined
    • Update of the Halfen HDB interface to the version Halfen HDB 13.21
    • Adaptations concerning the retention of the settings for minimum moments
    • Optimization when detecting the correct wall thicknesses for connected wall corners and ends
  • Update Report No. 02985

    LIMITS 8-19-01 | 17/04/2019
    • Implementation of the connectors of the Pitzl company
  • Update Report No. 02984

    RF-LIMITS 5-19-01 | 17/04/2019
    • Implementation of the connectors of the Pitzl company
  • Update Report No. 02983

    SHAPE-THIN 8-19-01 | 17/04/2019
    • Adaptations concerning the activation and deactivation of options in the tab of the c/t parts in the calculation parameters
  • Update Report No. 02982

    RF-STEEL EC3 5-19-01 | 17/04/2019
    • Adaptations in the fire resistance design of flat bar sections with regards to the shear stress
    • Adaptations concerning the correction factor kc
    • Adaptations concerning the design (stability analysis) of channels for pure bending stress
    • Adaptations concerning the stability analyses of round steels
    • Adaptations concerning the determination of the initial rise when calculating using the warping torsion analysis
  • Update Report No. 02981

    STEEL EC3 8-19-01 | 17/04/2019
    • Adaptations in the fire resistance design of flat bar sections with regards to the shear stress
    • Adaptations concerning the correction factor kc
    • Adaptations concerning the design (stability analysis) of channels for pure bending stress
    • Adaptations concerning the stability analyses of round steels
    • Adaptations concerning the determination of the initial rise when calculating using the warping torsion analysis
  • Update Report No. 02980

    FRAME-JOINT Pro 8-19-01 | 17/04/2019
    • Adaptations in the printout report regarding the documentation of the design details
    • Adaptations in the documentation of the dimensions of the connection with regards to the web thickness of cut beams
    • Adaptations in the report regarding the info texts for the module cases
  • Update Report No. 02979

    RF-FRAME-JOINT Pro 5-19-01 | 17/04/2019
    • Adaptations in the printout report regarding the documentation of the design details
    • Adaptations in the documentation of the dimensions of the connection with regards to the web thickness of cut beams
    • Adaptations in the report regarding the info texts for the module cases
  • Update Report No. 02978

    CONCRETE Columns 8-19-01 | 17/04/2019
    • Adaptations concerning the design of member sets classified as sliding according to NEN EN (Netherlands)
    • Adaptations concerning the retention of the buckling lengths when modifying cross-sections retroactively
  • Update Report No. 02977

    RF-CONCRETE Columns 5-19-01 | 17/04/2019
    • Adaptations concerning the design of member sets classified as sliding according to NEN EN (Netherlands)
    • Adaptations concerning the retention of the buckling lengths when modifying cross-sections retroactively
  • Update Report No. 02976

    RF-CONCRETE 5-19-01 | 17/04/2019
    • Adaptations concerning the determination of the neutral axis depth in the crack width analysis
    • Adaptations in the neutral axis depth limitation according to 5.6.3(2) regarding the internal limit values
    • Adaptations in the member design regarding the compliance with the upper limit of the compression strut inclination Theta
    • Optimization when determining the required longitudinal reinforcement with a larger concrete cover
    • Adaptations concerning internal data management - in files with a large number of module cases, not all results were saved despite all cases having been calculated
  • Update Report No. 02975

    DYNAM Pro - Natural Vibrations 8-19-01 | 17/04/2019
    • Adaptations concerning the consideration of antenna spare areas (TOWER Equipment module)

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