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service-contracts

Com um contrato de serviço, o utilizador pode ter os programas da Dlubal sempre atualizados. Os serviços incluem atualizações regulares das versões assim como um tratamento preferencial na linha de apoio por e-mail ou fax.

Com o Contrato de Serviço Pro inclusivamente é possível ter apoio técnico por telefone e, caso necessário, apoio online através de videoconferência.

  • 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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