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Innovations, Improvements, and Adjustments of Products by Dlubal Software

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Items:

  • Update Report No. 03328

    RFEM 5-26-02 | 07/05/2021
    • Optimization when directly printing ("Directly to a printer" option) combined graphics (multi-window printing)
    • Optimization when printing combined graphics (multi-window printing) to the printout report
    • Correction of the denomination of RT cross-sections according to ADM 2020, Table 19 in the cross-section library
  • Update Report No. 03327

    RSTAB 8-26-02 | 07/05/2021
    • Optimization when directly printing ("Directly to a printer" option) combined graphics (multi-window printing)
    • Optimization when printing combined graphics (multi-window printing) to the printout report
    • Correction of the denomination of RT cross-sections according to ADM 2020, Table 19 in the cross-section library
  • Update Report No. 03326

    RF-CONCRETE 5-26-02 | 07/05/2021
    • Optimization regarding the graphic printout of reinforcement from RF-/CONCRETE Members
    • Adjustment of the calculation of required reinforcement of ribs in 2D positions
  • Update Report No. 03325

    HSS 8-26-02 | 07/05/2021
    • Adjustment of the calculation of the parameter kn according to Tables 7.10 - 7.12 and 7.14 of EN 1993-1-8
  • Update Report No. 03324

    RF-HSS 5-26-02 | 07/05/2021
    • Adjustment of the calculation of the parameter kn according to Tables 7.10 - 7.12 and 7.14 of EN 1993-1-8
  • Update Report No. 03323

    CONCRETE 8-26-02 | 07/05/2021
    • Optimization regarding the graphic printout of reinforcement from RF-/CONCRETE Members
  • Update Report No. 03322

    SHAPE-THIN 9-26-02 | 07/05/2021
    • Adjustment of the calculation of effective cross-sections according to EN 1993-1-3 for cross-section parts with tensile stress
  • Update Report No. 03321

    RFEM 5-26-01 | 05/28/2021
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2022
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2021
    • Upgrade to dongle driver 8.21
    • Replacement of Chirkov elements by 9 DOF DKT bending elements for triangular elements and replacement of Chirkov or MITC4 elements by 12 DOF DKQ elements for quadrilateral elements
    • Adjustments in load combinatorics for NEN EN 1990 - the factor kFI no longer has an effect in static equilibrium load combinations
    • Implementation of a text scaling factor for the legend of color scales
    • Adaptations concerning the load duration class of snow load cases according to the Swedish annex SS EN 1990 + EN 1995
    • Adjustments in the Display navigator regarding the lighting settings
    • Optimization regarding the display of result values on surfaces in the printout report
    • Optimization regarding the calculation with incrementally increasing loading
    • Optimizations regarding the display of dialog boxes with Chinese language package
    • Optimization regarding page breaks in the printout report
    • Optimization regarding the output of max/min values in the printout report
    • Optimization regarding the consideration of the selected internal force reference to the principal axis / member axis for mass printing
    • Optimization when moving line hinges
    • Adjustment of the torsional constant of crane girder sections
    • Adaptations concerning the displayed sum of sections in the info-box
    • Optimization regarding the consideration of average regions
    • Optimization of the calculation time for models with members with nonlinear material model
    • Optimization regarding the output of comments for line loads in the printout report
    • Adjustments to account for the stiffness modification of members according to AISC 360-10 C2.3(2)
    • Optimization regarding the scalability of the result diagrams of line releases
    • Adjustments of the graphical representation of the results of line hinges
    • Optimization of the display of the printout report in Chinese
    • Optimization of storage speed
    • Optimization in the calculation of member loads with load type "Displacement"
    • Optimization regarding the graphical output of the axis indices of members in the printout report
    • Adaptation concerning the smoothing of line support forces
    • Optimization in the generation of compound solids
    • Adaptations concerning the consideration of the multiple selection of load cases/load combinations when setting the solution method of nonlinear algebraic equations
    • Optimization of the tabular output of the forces of line hinges in result combinations
    • Optimizations regarding the automatic FE mesh generation
    • Optimization regarding the insertion of graphics from the clipboard into the printout report
    • Optimization regarding the graphical output of the load distribution on 2D surfaces
    • Expansion of the cross-section database to include sections according to ADM 2020, Table 18
  • Update Report No. 03320

    RSTAB 8-26-01 | 05/28/2021
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2022
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2021
    • Upgrade to dongle driver 8.21
    • Adjustments in load combinatorics for NEN EN 1990 - the factor kFI no longer has an effect in static equilibrium load combinations
    • Implementation of a text scaling factor for the legend of color scales
    • Adaptations concerning the load duration class of snow load cases according to the Swedish annex SS EN 1990 + EN 1995
    • Adjustments in the Display navigator regarding the lighting settings
    • Optimizations regarding the display of dialog boxes with Chinese language package
    • Optimization regarding page breaks in the printout report
    • Optimization regarding the output of max/min values in the printout report
    • Optimization regarding the consideration of the selected internal force reference to the principal axis / member axis for mass printing
    • Adjustment of the torsional constant of crane girder sections
    • Adjustments to account for the stiffness modification of members according to AISC 360-10 C2.3(2)
    • Optimization of the display of the printout report in Chinese
    • Optimization of storage speed
    • Optimization regarding the graphical output of the axis indices of members in the printout report
    • Optimization regarding the insertion of graphics from the clipboard into the printout report
    • Expansion of the cross-section database to include sections according to ADM 2020, Table 18
  • Update Report No. 03319

    ALUMINUM ADM 8-26-01 | 05/28/2021
    • Adjustment of the classification of general cross-sections when the orientation of the local z-axis is defined upwards
    • Adaptation concerning the assignment of the post-buckling constant k2 according to Table B.4.3
  • Update Report No. 03318

    RF-ALUMINUM ADM 5-26-01 | 05/28/2021
    • Adjustment of the classification of general cross-sections when the orientation of the local z-axis is defined upwards
    • Adaptation concerning the assignment of the post-buckling constant k2 according to Table B.4.3
  • Update Report No. 03317

    SHAPE-THIN 9-26-01 | 05/28/2021
    • Adjustment of the calculation of the torsional constant with FE method
    • Adjustment of the calculation of effective cross-sections according to EN 1993-1-3 for cross-section parts with tensile stress
    • Adjustment of the automatic generation of c/t-parts of built-up cross-sections
    • Implementation of the option to define curved cross-section parts as stiffeners
    • Adaptations concerning the calculation of the cross-section perimeter
  • Update Report No. 03316

    RX-TIMBER Continuous Beam 2-26-01 | 05/28/2021
    • Optimization regarding the application of cantilever lengths
  • Update Report No. 03315

    STEEL EC3 8-26-01 | 05/28/2021
    • Adjustments in the internal cross-section check of SHAPE-THIN sections - unwarranted error messages regarding invalid c/t-parts could occur
    • Adjustments in the determination of the rotational spring for the non-continuous type regarding the approach of the second moment of area of Z-purlins
    • Elimination of a 'not designable' message due to torsional moments in connection with stability designs although the stability design was not to be designed in these cases
    • Adjustment of the factor eta for shear according to 6.2.6(3) and shear buckling according to NEN EN 1993-1-5
    • If automatic switching to the method according to 6.3.4 is activated in the details and if buckling about the y-axis is activated in Window 1.5 Effective Lengths - Members or 1.6 Effective Lengths - Sets of Members, the stability analysis according to 6.3.4 for buckling about the z-axis and lateral-torsional buckling and now additionally the stability analysis according to 6.3.1 for buckling about the y-axis is performed, if the application conditions for the equivalent member method are not met
    • Adaptations concerning the check of the maximum element thickness of cross-sections
    • Optimization regarding the calculation of stresses for the classification of Z-sections
  • Update Report No. 03314

    RF-STEEL EC3 5-26-01 | 05/28/2021
    • Adjustments in the internal cross-section check of SHAPE-THIN sections - unwarranted error messages regarding invalid c/t-parts could occur
    • Adjustments in the determination of the rotational spring for the non-continuous type regarding the approach of the second moment of area of Z-purlins
    • Elimination of a 'not designable' message due to torsional moments in connection with stability designs although the stability design was not to be designed in these cases
    • Adjustment of the factor eta for shear according to 6.2.6(3) and shear buckling according to NEN EN 1993-1-5
    • If automatic switching to the method according to 6.3.4 is activated in the details and if buckling about the y-axis is activated in Window 1.5 Effective Lengths - Members or 1.6 Effective Lengths - Sets of Members, the stability analysis according to 6.3.4 for buckling about the z-axis and lateral-torsional buckling and now additionally the stability analysis according to 6.3.1 for buckling about the y-axis is performed, if the application conditions for the equivalent member method are not met
    • Adaptations concerning the check of the maximum element thickness of cross-sections
    • Adaptation of the test for curved members in RF-STEEL/ Warping Torsion
    • Optimization regarding the calculation of stresses for the classification of Z-sections

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