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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. 02823

    RFEM 5-15-01 | 06/15/2018
    • Extension of internal structure check concerning the definition of loads on lines of line hinges
    • Implementation of new member hinge nonlinearity "scaffolding diagram"
    • Extension of the cross-section library with rope cross-sections of the company FATZER
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018
    • Change to dongle driver 7.66 with associated normalization of installation speed
    • Adjustments concerning the display of dimensions after modifying the background color of the graphical window
    • Optimizations in the panel concerning the display of variable surface thicknesses in the printout report
    • Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
    • Adjustments in the report concerning the rotation of graphics printed from views
    • Optimizations concerning convergence behavior when using scaffolding releases
    • Elimination of a crash that could happen while importing a block
    • Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
    • Adjustments concerning the width of the printout report navigator
    • Optimization concerning the creation of intersections between surfaces
    • Optimizations concerning the storage behavior of result combinations - the performance when switching between results of result combinations was improved
    • Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
    • Adjustments in the result diagrams of members concerning the completeness of the diagram when analyzing results from result combinations
    • Adjustments in the result diagrams of sections concerning internal force v,maxb - particularly in the event where sections were in the area of the effective width of rips
  • Update Report No. 02822

    RSTAB 8-15-01 | 06/15/2018
    • Extension of the cross-section library with rope cross-sections of the company FATZER
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018
    • Change to dongle driver 7.66 with associated normalization of installation speed
    • Adjustments concerning the display of dimensions after modifying the background color of the graphical window
    • Adjustments in the report concerning the rotation of graphics printed from views
    • Adaptions in the protocol concerning the adoption of filter settings for table 4.5 Members - Contact Forces
    • Elimination of a crash that could happen while importing a block
    • Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
    • Adjustments concerning the width of the printout report navigator
    • Adjustments concerning the division of members with eccentricities
    • Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
  • Update Report No. 02821

    RF-DYNAM Pro - Nonlinear Time History 5-15-01 | 06/15/2018
    • Adjustments concerning the explicit solver in area of damping and consideration of acting masses
    • Extension of results output for damping elements regarding damper and restoring force
    • Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
    • Optimizations concerning the graphical display of force components of damping elements on the time course monitor
  • Update Report No. 02820

    RF-COM 5-15-01 | 06/15/2018
    • Extension of the COM interface concerning the control of member end releases specific to scaffolding
  • Update Report No. 02819

    RF-LAMINATE 5-15-01 | 06/15/2018
    • Implementation of compositions by ZÜBLIN Timber
  • Update Report No. 02818

    SHAPE-THIN 8-15-01 | 06/15/2018
    • Extension of calculation of effective cross-section by considering stiffened buckling panels according to EN 1993-1-5
    • Adjustments concerning the opening of SHAPE-THIN 8 from the project manager
    • Adjustments in result table 4.8 concerning the theory of stiffening systems
  • Update Report No. 02817

    DYNAM Pro - Nonlinear Time History 8-15-01 | 06/15/2018
    • Adjustments concerning the explicit solver in area of damping and consideration of acting masses
  • Update Report No. 02816

    RF-LIMITS 5-15-01 | 06/15/2018
    • Extension of result tables of surface designs with another result column
  • Update Report No. 02815

    RF-DYNAM Pro - Forced Vibrations 5-15-01 | 06/15/2018
    • Implementation of an option to convert lehr's damping into Rayleigh damping
    • Adjustments concerning the response spectrum according to NCSE-02
    • Extension of results output for damping elements regarding damper and restoring force
    • Optimizations concerning the graphical display of force components of damping elements on the time course monitor
    • Optimization of direction combinatorics in the case of result combinations from the response spectrum method
  • Update Report No. 02814

    DYNAM Pro - Forced Vibrations 8-15-01 | 06/15/2018
    • Implementation of an option to convert lehr's damping into Rayleigh damping
    • Adjustments concerning the response spectrum according to NCSE-02
    • Optimization of direction combinatorics in the case of result combinations from the response spectrum method
  • Update Report No. 02813

    RF-TOWER Design 5-15-01 | 06/15/2018
    • Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
  • Update Report No. 02812

    TOWER Design 8-15-01 | 06/15/2018
    • Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
  • Update Report No. 02811

    TIMBER Pro 8-15-01 | 06/15/2018
    • Adjustments concerning the display of intermediate results on the start and end points of tapered members
    • Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
  • Update Report No. 02810

    RF-TIMBER Pro 5-15-01 | 06/15/2018
    • Adjustments concerning the display of intermediate results on the start and end points of tapered members
    • Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
  • Update Report No. 02809

    RF-PUNCH Pro 5-15-01 | 06/15/2018
    • Optimization in determining the punching load on a node support with the option "as columns in z", if the load determination in the module is selected as smoothed or unsmoothed shear force in the critical control perimeter.
    • When selecting result combinations for analysis, version 5.14 potentially did not save the input of table 1.5 correctly. This program behavior was optimized for version 5.15.
    • Optimizations concerning the determination of the length of perimeter u0 on a column perimeter of edge and corner columns
    • Adjustments for considering the maximum reinforcement content rhomax.
    • Optimizations during the automatic increase of longitudinal reinforcement for the analysis of VRd,c.
    • Optimizations during the application of result combinations from RF-DYNAM Pro
  • Update Report No. 02808

    ALUMINUM 8-15-01 | 06/15/2018
    • Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
  • Update Report No. 02807

    RF-ALUMINUM 5-15-01 | 06/15/2018
    • Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
  • Update Report No. 02806

    CONCRETE 8-15-01 | 06/15/2018
    • Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
    • Adjustments concerning the determination of the secondary minimum reinforcement of L sections
    • Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
  • Update Report No. 02805

    RF-CONCRETE 5-15-01 | 06/15/2018
    • Extension of serviceability limit state designs of surfaces according to ACI 318-14 concerning the determination of maximum bar spacings
    • Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
    • Adjustments concerning the determination of the secondary minimum reinforcement of L sections
    • Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
  • Update Report No. 02804

    RF-CONCRETE Columns 5-15-01 | 06/15/2018
    • Adjustments in solver concerning the consideration of highly ductile steel

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