Rapports de mise à jour

Recherche dans les mises à jour

Contrat de Service

service-contracts

Avec le contrat de service gardez vos programmes Dlubal Software à jour, bénéficiez de mises à jour régulières ainsi que d'un traitement préférentiel par le service d'assistance technique via e-mail et fax.

Le contrat de service Pro permet de bénéficier d'une assistance technique par téléphone, ainsi qu'une assistance en ligne par vidéoconférence internet, si nécessaire.

  • Update Report No. 02860

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

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

    RF-CONCRETE 5-16-01 | 22/08/2018
    • 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 | 22/08/2018
    • 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 | 22/08/2018
    • 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 | 22/08/2018
    • 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 | 22/08/2018
    • Adaptations in the design concerning the consideration of the coefficient Phi for the resistance
  • Update Report No. 02846

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

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

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

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

1 - 20 sur 1208