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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. 02779

    RFEM 5-14-01 | 04/10/2018
    • Release of the adaptive mesh refinement
    • Implementation of a check box for the number of load increments in the global calculation parameters - a deactivation will result in an automatic setting of the number of load increments
    • New LVL timber materials according to DIN Z-9.1-847:2016-02 (manufacturer KERTO)
    • Adaptations when converting members in surfaces concerning the generation of end plates
    • Adaptations concerning the torsional moment of inertia of parametric timber cross-sections
    • Adaptations concerning the export of result tables - the option for results of special LC/CO/RC is only available for certain tables
    • Adaptations concerning the automatic load combinatorics according to DIN 1055-100 + DIN 18008 (Glass) - the material stiffness factors are now no more considered in load combinations by default
    • Adpatations in the printout report concerning the display of extreme values of member contact forces
    • Adaptations concerning the update for tables when importing data via Excel
    • Adaptations concerning printing graphics to the clipboard - the option for the title box has been deactivated
    • Adaptations in the panel concerning the color rendering of surface thicknesses in combination with visibilities
    • Adaptations concerning the display of reaction forces in tables of Surfaces - Contact Stresses
    • Adaptation of the behavior when importing and exporting spring values for the member type Dashpot
    • Adaptations in the program concerning the combination of "Dashpot..." member and FE mesh refinement
    • Adaptations concerning the display of extreme values in the result diagrams
    • Adaptations concerning the labeling of axis systems in the printout report
    • Adaptations in the partial safety factors for the automatic load combination according to EN 1990 + EN 1991-3 for cranes for CEN as well as DIN
    • Adaptations concerning the display of the correct header information of solid results
    • Adaptations in the printout report concerning the documentation of combination expressions if they are not the same for all design situations
    • Adaptations concerning the transparency settings of values and other labeling in the graphics of the printout report
    • Adaptations concerning the import of SHAPE-THIN cross-sections stored in the network
    • Adaptations in renumbering load cases
    • Adaptations in the load combinatorics concerning the functions "Examine results" as well as "Reduce number of load cases"
    • Adaptations in the calculation according to the second-order analysis concerning the consideration of the member load "Axial Strain" at rigid members
    • Adaptations concerning the consideration of load case-specific deactivations of surface supports
    • Adaptations in the material properties of lightweight concrete according to EN and DIN EN
    • Adaptations concerning the graphical display of member contact forces (member elastic foundation)
    • Extension of Table 4.21 - Surfaces - Contact Stresses in the protocol with the reaction forces Rx and Ry
  • Update Report No. 02778

    RSTAB 8-14-01 | 04/10/2018
    • Implementation of a new member type "Dashpot"
    • New LVL timber materials according to DIN Z-9.1-847:2016-02 (manufacturer KERTO)
    • Adaptations concerning the torsional moment of inertia of parametric timber cross-sections
    • Adaptations concerning the export of result tables - the option for results of special LC/CO/RC is only available for certain tables
    • Adaptations concerning the update for tables when importing data via Excel
    • Adaptations concerning printing graphics to the clipboard - the option for the title box has been deactivated
    • Adaptations concerning the labeling of axis systems in the printout report
    • Adaptations in the partial safety factors for the automatic load combination according to EN 1990 + EN 1991-3 for cranes for CEN as well as DIN
    • Adaptations in the printout report concerning the documentation of combination expressions if they are not the same for all design situations
    • Adaptations concerning the transparency settings of values and other labeling in the graphics of the printout report
    • Adaptations concerning the import of SHAPE-THIN cross-sections stored in the network
    • Adaptations in renumbering load cases
    • Adaptations in the load combinatorics concerning the functions "Examine results" as well as "Reduce number of load cases"
    • Adaptations in the material properties of lightweight concrete according to EN and DIN EN
    • Optimizations concerning the "Signed Result" option in result combinations with square addition
  • Update Report No. 02777

    RF-FORM-FINDING 5-14-01 | 04/10/2018
    • Optimizations in the function Move/Copy concerning the import of form-finding-specific entries of cables
    • Free definition of the projection plane for the projection method by using the straight line of the rotatory surface axis system definition
    • Removal of the text box for the distance r in the "Projection" calculation method
  • Update Report No. 02776

    RF-LAMINATE 5-14-01 | 04/10/2018
    • Update of the layers from the company KLH for 2017
    • Optimizations concerning the reduction of the shear stiffnesses for e.g. cross-laminated timber walls - all eccentric effects of the stiffness are always reduced now
  • Update Report No. 02775

    RF-CUTTING-PATTERN 5-14-01 | 04/10/2018
    • Consideration of cuts in the flattening process
  • Update Report No. 02774

    RF-DYNAM Pro - Equivalent Loads 5-14-01 | 04/10/2018
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Adaptation for the quadratic combination of Surfaces - Basic Stresses
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02773

    DYNAM Pro - Equivalent Loads 8-14-01 | 04/10/2018
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Optimizations concerning the "Signed Result" option in result combinations with square addition
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02772

    RF-DYNAM Pro - Forced Vibrations 5-14-01 | 04/10/2018
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Adaptation for the quadratic combination of Surfaces - Basic Stresses
    • Adaptation of data which is sent to the solver window to speed up the calculation in case of the linear implicit Newmark solver
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02771

    DYNAM Pro - Forced Vibrations 8-14-01 | 04/10/2018
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02770

    RF-LIMITS 5-14-01 | 04/10/2018
    • Implementation of the American standard ANSI/AWC - NDS 2015
  • Update Report No. 02769

    LIMITS 8-14-01 | 04/10/2018
    • Implementation of the American standard ANSI/AWC - NDS 2015
  • Update Report No. 02768

    RF-STEEL EC3 5-14-01 | 04/10/2018
    • Adaptations concerning the design of user-defined cross-sections - they are classified as "Incorrect"
    • Adaptations in the parameters of the National Annex of Great Britain concerning the factor Eta
    • Adaptations in the stress determination if SHAPE-THIN is used for the classification
    • Adaptations concerning the consideration of the axial force limit value with regard to the stability analysis to be performed
    • Adaptations concerning the classification of box sections for global Z-axis oriented upwards as well as for local Z-axis oriented upwards (settings in General Data)
  • Update Report No. 02767

    RF-CONCRETE 5-14-01 | 04/10/2018
    • Fading out of the tab "Details" in General Data of the surface design according to ACI
    • Optimizations in the calculation of crack width wk in RF-CONCRETE Members with the nonlinear analysis
  • Update Report No. 02766

    TIMBER CSA 8-14-01 | 04/10/2018
    • Implementation of an option to select the width of laminations
  • Update Report No. 02765

    RF-TIMBER CSA 5-14-01 | 04/10/2018
    • Implementation of an option to select the width of laminations
  • Update Report No. 02764

    RF-STABILITY 5-14-01 | 04/10/2018
    • Adaptations in the calculation if the option "Modify stiffnesses" is activated in the corresponding load case
  • Update Report No. 02763

    RF-PUNCH Pro 5-14-01 | 04/10/2018
    • Optimizations when exporting the punching load VEd for the design of wall corners in Halfen HDB
    • Optimizations in the export of the geometry of wall corners to Halfen HDB
    • Optimization for handling results from load cases, load and result combinations for which the convergence criterion remains unfulfilled in the RFEM calculation
    • Implementation of a new message concerning the export of the punching load according to Halfen HDB - especially for the case that the punching load results from the unsmoothed shear force distribution
  • Update Report No. 02762

    TIMBER Pro 8-14-01 | 04/10/2018
    • Adaptations concerning the display of the ratio in the cross-section table
    • Adaptation of the imperfection factor for the design of laminated veneer lumber
    • Partial safety factors of the Annex of Finland have been modified
  • Update Report No. 02761

    RF-TIMBER Pro 5-14-01 | 04/10/2018
    • Adaptations concerning the display of the ratio in the cross-section table
    • Adaptation of the imperfection factor for the design of laminated veneer lumber
    • Partial safety factors of the Annex of Finland have been modified
  • Update Report No. 02760

    SHAPE-THIN 8-14-01 | 04/10/2018
    • Adaptations concerning the compression zone factor alpha
    • Adaptations concerning the display of the element thickness in the "Edit Element" dialog box
    • Adaptations concerning the calculation of the shear areas

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