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Service contracts

With the service contract, you can keep your Dlubal Software programs up to date. In this way, we provide regular updates as well as preferential treatment in the case of hotline support via e-mail and fax.

The Service Contract Pro provides additional support over the phone as well as online support using video-conference, if required.

  • Update Report No. 02732

    RFEM 5-13-01 | 02/12/2018
    • Implementation of a link to TeamViewer in the Help menu
    • Implementation of an option to export the deformed structure (ASCII Format - Results)
    • Implementation of the automatic registration of the interface for exchanging data with Advance Steel by using *.smlx files. If no version of Advance Steel had been installed, no *.smlx files would have been possible.
    • Optimizations concerning the generation of line releases
    • Extension of the material library with steels according to the Australian standard AS 1397
    • Implementation of a new member type - "Dashpot"
    • Adaptions concerning shear stiffness modifications for "thin" Mindlin plates - for calculations according 1st and 2nd order theory as well as for stability and dynamic calculations
    • Optimization of the performance concerning the import of hybrid cross-sections from SHAPE-THIN
    • Adaptations in the printout report concerning the display of comments of loads with variable load distribution
    • Optimizations concerning the definition of an intersection of surfaces of the type trajectory
    • Adaptations concerning the display of numbering of generated lines in the printout report
    • Adaptations concerning the update of results tables when using the "Auto Hide" function
    • Adaptations concerning the display of the deformation uz of members in the printout report when using the mass print
    • Adaptations concerning the update of nodal support forces
    • Adaptations concerning editing trapezoidal loads
    • Optimizations concerning the performance of the graphic windows in add-on modules
    • Adaptations concerning the stress analysis of solids under temperature loads
    • Display of all project folders in the dialog box "Import Cross-Section from SHAPE-THIN"
    • Adaptations concerning the cross-section import to the Advance Steel interface with the file format *.smlx
    • Optimization of interface with Tekla Structures 2018
    • Adaptations in the internal file management concerning the message "WriteDate() failed of module..."
  • Update Report No. 02731

    RSTAB 8-13-01 | 02/12/2018
    • Implementation of a link to TeamViewer in the Help menu
    • Implementation of the automatic registration of the interface for exchanging data with Advance Steel by using *.smlx files. If no version of Advance Steel had been installed, no *.smlx files would have been possible.
    • Extension of the material library with steels according to the Australian standard AS 1397
    • Optimization of the performance concerning the import of hybrid cross-sections from SHAPE-THIN
    • Adaptations in the printout report concerning the display of comments of loads with variable load distribution
    • Adaptations concerning the command "Connect Members" for structures with member eccentricites 
    • Adaptations concerning the display of the deformation uz of members in the printout report when using the mass print
    • Adaptations concerning editing trapezoidal loads
    • Optimizations concerning the performance of the graphic windows in add-on modules
    • Display of all project folders in the dialog box "Import Cross-Section from SHAPE-THIN"
    • Adaptations concerning the cross-section import to the Advance Steel interface with the file format *.smlx
    • Optimization of interface with Tekla Structures 2018
    • Adaptations in the internal file management concerning the message "WriteDate() failed of module..."
  • Update Report No. 02730

    SHAPE-THIN 8-13-01 | 02/12/2018
    • Extension of the material library with steels according to the Australian standard AS 1397
    • Adaptations concerning the mass print of results graphics
    • Adaptations concerning the stress distribution of adjacent welds
  • Update Report No. 02729

    RX‑TIMBER Glued‑Laminated Beam 2-13-01 | 02/12/2018
    • Optimizations concerning the performance of the graphic windows in add-on modules
  • Update Report No. 02728

    RF-STEEL EC3 5-13-01 | 02/12/2018
    • Adaptations concerning the design of singly symmetric I-sections
    • Adaptations concerning the point of load application for determining the mode shape (according to warping analysis)
    • Adaptations in the design of stainless steels (which have been selected by material number) concerning the partial safety factors according to 5.1
    • Adaption in the fire design of pipe sections concerning the stability check
  • Update Report No. 02727

    STEEL EC3 8-13-01 | 02/12/2018
    • Adaptations concerning the design of singly symmetric I-sections
    • Adaptations concerning the point of load application for determining the mode shape (according to warping analysis)
    • Adaptations in the design of stainless steels (which have been selected by material number) concerning the partial safety factors according to 5.1
    • Adaption in the fire design of pipe sections concerning the stability check
  • Update Report No. 02726

    RF-PIPING Design 5-13-01 | 02/12/2018
    • Extension of the intermediate results of the internal pressure analysis with links to the corresponding standard
    • Adaptation of the coefficient y for the internal pressure analysis according to ASME B31.1
  • Update Report No. 02725

    RF-STAGES 5-13-01 | 02/12/2018
    • Adaptations concerning calculating the result envelope of construction stages
  • Update Report No. 02724

    CONCRETE 8-13-01 | 02/12/2018
    • Adaptations concerning the determination of the minimum reinforcement in members
    • Adaptations concerning the calculation of the torsional rigidity in cracked state by using the global reduction approach
    • Adaptions concerning the calculation of the minimum reinforcement for effects due to restraint depending on the defined load
    • Opening of the economical determination of the longitudinal reinforcement for all crack width limits
    • Adaptations concerning the maximum allowable cross-section area of the tension and compression reinforcement of rectangular cross-sections according to 9.2.1.1 (3)
    • Adaptations at the anchorange lengths
    • Adaptation of the results display after manual change of the existing reinforcement
    • Adaptations concerning the longitudinal reinforcement design of members for shear design by using the existing longitudinal reinforcement
    • Adaptations in the design of a rib with double bending
  • Update Report No. 02723

    RF-CONCRETE 5-13-01 | 02/12/2018
    • Adaptations concerning the determination of the minimum reinforcement in members
    • Optimizations concerning the graphical display of manually defined reinforcement groups
    • Adaptations concerning the calculation of the torsional rigidity in cracked state by using the global reduction approach
    • Adaptions concerning the calculation of the minimum reinforcement for effects due to restraint depending on the defined load
    • Opening of the economical determination of the longitudinal reinforcement for all crack width limits
    • Adaptations concerning the maximum allowable cross-section area of the tension and compression reinforcement of rectangular cross-sections according to 9.2.1.1 (3)
    • Adaptations at the anchorange lengths
    • Adaptation of the results display after manual change of the existing reinforcement
    • Optimizations when displaying "Values on Surfaces" in the reinforcement direction
    • Adaptations concerning the longitudinal reinforcement design of members for shear design by using the existing longitudinal reinforcement
    • Adaptations in the design of a rib with double bending
  • Update Report No. 02722

    DYNAM Pro - Equivalent Loads 8-13-01 | 02/12/2018
    • Adaptation of the export of equivalent loads for more than 99,999 nodes
  • Update Report No. 02721

    RF-GLASS 5-13-01 | 02/12/2018
    • Adaptations concerning the automatic generation of a temporary calculation file
  • Update Report No. 02720

    FOUNDATION Pro 8-13-01 | 02/12/2018
    • Adaptations concerning the parameter ß for a determination according to 6.4.3(3) - Full plastic shear distribution for the National Annex of Germany
  • Update Report No. 02719

    RF-FOUNDATION Pro 5-13-01 | 02/12/2018
    • Adaptations in the add-on module concerning result combinations which cannot be calculated in some cases
    • Adaptations concerning the parameter ß for a determination according to 6.4.3(3) - Full plastic shear distribution for the National Annex of Germany
  • Update Report No. 02718

    JOINTS Steel - DSTV 8-13-01 | 02/12/2018
    • Adaptations concerning the manual definition of the joint
  • Update Report No. 02717

    RF-JOINTS Steel - DSTV 5-13-01 | 02/12/2018
    • Adaptations concerning the manual definition of the joint
  • Update Report No. 02716

    RF-STABILITY 5-13-01 | 02/12/2018
    • Adaptations in the add-on module concerning the message "File with load case or load combination 0 not found"
    • Adaptions concerning the consideration of temperature loads
  • Update Report No. 02715

    HSS 8-13-01 | 02/12/2018
    • Adaptations concerning the Table 1.4 Loads when several mdoule cases exist
  • Update Report No. 02714

    RF-HSS 5-13-01 | 02/12/2018
    • Adaptations concerning the Table 1.4 Loads when several mdoule cases exist
  • Update Report No. 02713

    RF-LAMINATE 5-13-01 | 02/12/2018
    • Optimizations concerning the graphical display of the deformation per composition
    • Optimizations concerning the export of results as isolines in a DXF file
    • Adaptations concerning the reduction of the panel shear strength of some manufacturer layers according to the NA of DIN EN 1995-1-1  

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