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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. 02860

    RFEM 5-16-01 | 08/22/2018
    • Extension concerning the printing of 3D PDFs - they can now be generated in any paper size
    • Release of the JOINTS Steel - Rigid add-on module for the design of rigid or semi-rigid joints according to EN 1993-1-8
    • Acceleration of the calculation for structures with a large number of analogously defined load combinations
    • Optimizations concerning the automatic FE mesh generation
    • Release of the modified Newton-Raphson solver as well as the Newton-Raphson solver with constant stiffness matrix for nonlinear calculations according to the linear static analysis (geometric linear)
    • Blocking of the solver method Newton-Raphson with constant stiffness matrix for the calculation according to the large deformation analysis (large deformations)
    • The following direct interfaces are supported in the current customer version:

      AutoCAD 2015 - 2019

      Revit 2016 - 2019

      Tekla Structures 20.1 - 2018

    • Adaptations concerning the demo version - the calculation can be performed again within the restrictions of the demo version
    • Adaptations in the result diagrams concerning the order when selecting several objects
    • Implementation of the option to change the font size of the panel in the printout report
    • Adaptations concerning the conversion of line loads to surface loads
    • Adaptations in the material model Isotropic Plastic 2D/3D according to Tresca
    • Adaptations concerning the display of max/min info in the graphics of the printout report
    • Adaptations concerning the cross-section dimensions as well as the cross-section values of cross-sections according to AISC standard
    • Adaptations concerning the consideration of margins when exporting the printout report to a PDF file
    • Adaptations concerning the documentation of comments of line loads in the printout report
    • Adaptations in the result diagrams of members concerning the length information (horizontal axis)
    • Optimizations in the printout report concerning the documentation of the nodal support nonlinearity "Failure all, ..."
    • Implementation of a text factor for the font size of the color scale in the printout report
    • Optimizations in the printout report concerning the panel when displaying surfaces in color in the same way as for surface thicknesses
    • Adaptations concerning the display of the load distribution at 2D FE elements in 2D positions
    • Adaptations in the material model Isotropic Plastic 2D/3D - no descending diagrams are allowed; tearing as option has been deactivated
    • Adaptations concerning the performance - when modeling or changing structural data or visual properties, unintentional delays sometimes occurred
  • Update Report No. 02859

    RSTAB 8-16-01 | 08/22/2018
    • Extension concerning the printing of 3D PDFs - they can now be generated in any paper size
    • Release of the JOINTS Steel - Rigid add-on module for the design of rigid or semi-rigid joints according to EN 1993-1-8
    • The following direct interfaces are supported in the current customer version:

      AutoCAD 2015 - 2019

      Revit 2016 - 2019

      Tekla Structures 20.1 - 2018

    • Adaptations concerning the demo version - the calculation can be performed again within the restrictions of the demo version
    • Adaptations in the result diagrams concerning the order when selecting several objects
    • Implementation of the option to change the font size of the panel in the printout report
    • Adaptations concerning the display of max/min info in the graphics of the printout report
    • Adaptations concerning the cross-section dimensions as well as the cross-section values of cross-sections according to AISC standard
    • Adaptations concerning the consideration of margins when exporting the printout report to a PDF file
    • Adaptations in the result diagrams of members concerning the length information (horizontal axis)
    • Optimizations in the printout report concerning the documentation of the nodal support nonlinearity "Failure all, ..."
    • Implementation of a text factor for the font size of the color scale in the printout report
  • Update Report No. 02858

    RF-LAMINATE 5-16-01 | 08/22/2018
    • Implementation of the torsion design as additional design
    • Update of the layers of the company Binderholz according to the new ETA
    • Update of the layers of the company Martinsons
    • Adaptation of layers according to ANSI/APA PRG 320-2018
    • Implementation of the design according to ANSI/ AWC NDS-2018 (ASD/ LRFD)
  • Update Report No. 02857

    RF-FORM-FINDING 5-16-01 | 08/22/2018
    • Release of the material models Isotropic Nonlinear Elastic 2D/3D as well as Isotropic Plastic 2D/3D for membrane surfaces
    • Adaptations concerning the consideration of partial safety factors to the load type "Gas"
  • Update Report No. 02856

    RF-STEEL AISC 5-16-01 | 08/22/2018
    • Release of an option to design member sets according to the Steel Design Guide 9 (STEEL Warping Torsion)
    • Implementation of the eigenvalue solver to determine the ideal elastic critical moment  - associated update of the input tables
    • Adaptations concerning the calculation of the limiting length Lr according to F2-6
    • Adaptations concerning the resistance factor for shear according to section G for W-cross-sections
  • Update Report No. 02855

    STEEL AISC 8-16-01 | 08/22/2018
    • Release of an option to design member sets according to the Steel Design Guide 9 (STEEL Warping Torsion)
    • Implementation of the eigenvalue solver to determine the ideal elastic critical moment  - associated update of the input tables
    • Adaptations concerning the calculation of the limiting length Lr according to F2-6
    • Adaptations concerning the resistance factor for shear according to section G for W-cross-sections
  • Update Report No. 02854

    RF-PUNCH Pro 5-16-01 | 08/22/2018
    • Optimization in the automatic determination of the direction of the punching load for result combinations (RCs)
    • Optimization when selecting nodes which are loaded by a single load
    • Optimizations when determining automatically the membrane force Ncp to determine VRd,c
    • Optimizations when exporting the critical perimeter from the design to the RFEM model
    • Optimizations when selecting nodes at wall ends and wall corners
    • Optimizations when selecting the node of punching shear at plates with elastic foundations
    • Optimization of the iterative calculation of the critical control perimeter of foundation plates
  • Update Report No. 02853

    RF-JOINTS Steel - Column Base 5-16-01 | 08/22/2018
    • Optimizations in the calculation of weld surfaces between column and base plate
  • Update Report No. 02852

    JOINTS Steel - Column Base 8-16-01 | 08/22/2018
    • Optimizations in the calculation of weld surfaces between column and base plate
  • Update Report No. 02851

    RF-CONCRETE 5-16-01 | 08/22/2018
    • Adaptations concerning the graphical display of isolines
    • Adaptations when determining the coefficient kc concerning the calculation of the minimum reinforcement to control crack width
    • Optimizations when defining the design moment for the design at a support with monolithic connection
    • Adaptations concerning the functionality of result diagrams
    • Adaptations concerning the shear design according to 6.2.1 when designing result combinations
    • Adaptations concerning the design of the maximum rebar spacing according to ACI 318-14
    • Optimization of the convergence behavior for fire design of flexural beams
  • Update Report No. 02850

    CONCRETE 8-16-01 | 08/22/2018
    • Adaptations when determining the coefficient kc concerning the calculation of the minimum reinforcement to control crack width
    • Optimizations when defining the design moment for the design at a support with monolithic connection
    • Adaptations concerning the shear design according to 6.2.1 when designing result combinations
    • Adaptations concerning the design of the maximum rebar spacing according to ACI 318-14
    • Optimization of the convergence behavior for fire design of flexural beams
  • Update Report No. 02849

    RF-STEEL EC3 5-16-01 | 08/22/2018
    • Optimizations concerning the display of the local member axes when performing calculation according to warping torsion
    • Adaptations concerning the documentation of nodal supports in the printout report when calculating according to warping torsion
  • Update Report No. 02848

    STEEL EC3 8-16-01 | 08/22/2018
    • Optimizations concerning the display of the local member axes when performing calculation according to warping torsion
    • Adaptations concerning the documentation of nodal supports in the printout report when calculating according to warping torsion
  • Update Report No. 02847

    STEEL AS 8-16-01 | 08/22/2018
    • Adaptations in the design concerning the consideration of the coefficient Phi for the resistance
  • Update Report No. 02846

    RF-STEEL AS 5-16-01 | 08/22/2018
    • Adaptations in the design concerning the consideration of the coefficient Phi for the resistance
  • Update Report No. 02844

    RF-COM 5-16-01 | 08/22/2018
    • Adaptations concerning the setting of delta T at the load type "Temperature"
    • Adaptations concerning the member hinge nonlinearity "Scaffolding Diagram"
  • Update Report No. 02843

    RF-ALUMINUM ADM 5-16-01 | 08/22/2018
    • Adaptations concerning the determination of the slenderness limit according to B.5.5.2
  • Update Report No. 02842

    ALUMINUM ADM 8-16-01 | 08/22/2018
    • Adaptations concerning the determination of the slenderness limit according to B.5.5.2
  • Update Report No. 02841

    RF-PLATE-BUCKLING 5-16-01 | 08/22/2018
    • Adaptation in the display of the interaction design according to Equation (10.5) of EN 1993-1-5
  • Update Report No. 02840

    PLATE-BUCKLING 8-16-01 | 08/22/2018
    • Adaptation in the display of the interaction design according to Equation (10.5) of EN 1993-1-5

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