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Договор технической поддержки

Договоры техподдержки

С договором техподдержки Вы можете актуализировать программы Dlubal самыми последними данными. Таким образом, мы предоставляем регулярные обновления, а также особый режим поддержки в случае обслуживания по горячей линии через электронную почту и телефакс.

Договор техподдержки Pro обеспечивает дополнительную поддержку по телефону, а также в случае необходимости онлайн-поддержку с помощью интернет-видеоконференции.

  • Update Report No. 02732

    RFEM 5-13-01 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • Optimizations concerning the performance of the graphic windows in add-on modules
  • Update Report No. 02728

    RF-STEEL EC3 5-13-01 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • Adaptations concerning calculating the result envelope of construction stages
  • Update Report No. 02724

    CONCRETE 8-13-01 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • Adaptation of the export of equivalent loads for more than 99,999 nodes
  • Update Report No. 02721

    RF-GLASS 5-13-01 | 12.02.2018
    • Adaptations concerning the automatic generation of a temporary calculation file
  • Update Report No. 02720

    FOUNDATION Pro 8-13-01 | 12.02.2018
    • 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 | 12.02.2018
    • 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 | 12.02.2018
    • Adaptations concerning the manual definition of the joint
  • Update Report No. 02717

    RF-JOINTS Steel - DSTV 5-13-01 | 12.02.2018
    • Adaptations concerning the manual definition of the joint
  • Update Report No. 02716

    RF-STABILITY 5-13-01 | 12.02.2018
    • 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 | 12.02.2018
    • Adaptations concerning the Table 1.4 Loads when several mdoule cases exist
  • Update Report No. 02714

    RF-HSS 5-13-01 | 12.02.2018
    • Adaptations concerning the Table 1.4 Loads when several mdoule cases exist
  • Update Report No. 02713

    RF-LAMINATE 5-13-01 | 12.02.2018
    • 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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