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  • Update Report No. 03040

    RFEM 5-20-02 | 02/08/2019
    • Optimizations concerning the display of dialog boxes under Windows 10 with a chinese language pack
    • Adaptations concerning the check of sum of support forces in files with surface supports
    • Correction of a crash (freezing of the dialog box), which could occur when calculating result combinations
    • Adaptations concerning the direct export from RFEM to Tekla
    • Adaptions concerning the graphical display of failed contact stress regions
  • Update Report No. 03039

    RSTAB 8-20-02 | 02/08/2019
    • Optimizations concerning the display of dialog boxes under Windows 10 with a chinese language pack
  • Update Report No. 03038

    RF-CONCRETE 5-20-02 | 02/08/2019
    • Adaptations in the calculation of the distribution coefficient regarding the tensile strength fctm according to CSA A23.3-14
    • Adaptations concerning the error message saying that the design internal forces could not be read from the main program
  • Update Report No. 03037

    DYNAM Pro - Equivalent Loads 8-20-02 | 02/08/2019
    • Adaptations concerning the display of results on members in load cases that were created by the module and contain stiffness modifications
  • Update Report No. 03036

    RF-DYNAM Pro - Equivalent Loads 5-20-02 | 02/08/2019
    • Adaptations concerning the display of results on members in load cases that were created by the module and contain stiffness modifications
  • Update Report No. 03035

    RF-TOWER Loading 5-20-02 | 02/08/2019
    • Adaptations in the printout report concerning the display of result table 2.3
  • Update Report No. 03034

    TOWER Loading 8-20-02 | 02/08/2019
    • Adaptations in the printout report concerning the display of result table 2.3
  • Update Report No. 03033

    RFEM 5-20-01 | 02/07/2019
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2020
      Revit 2016 - 2020
      Tekla Structures 20.1 - 2019
    • Upgrade to dongle driver 7.92
    • Optimizations in the FE mesh generator
    • Optimizations concerning the result export into the DXF format - the deformed shape can now also be exported from pure member structures
    • Optimizations in the "Overlapping Lines" model check regarding line releases
    • Adaptations concerning the smoothed display of line support moments
    • Adaptations concerning the import of free loads from Excel
    • Adaptations concerning the display of free rectangular loads on curved surfaces
    • Adaptations concerning the order of the members in the result diagrams (in connection with line releases)
    • Adaptations concerning the effect of the nodal support nonlinearity "Failure all..." on the degrees of freedom with "Partial activity" nonlinearity
    • Adaptations concerning the definition of line releases regarding the released objects
    • Adaptations in the Tekla interface regarding the export of results of member sets
    • Adaptations concerning the consideration of eccentric, concentrated member loads on the torsional moment
    • Adaptations concerning the "Partial activity" nonlinearity in line releases
    • Adaptations in the result beam regarding the integration of stresses and internal forces in 2D models
    • Optimization when copying members with line releases
    • Adaptions concerning the internal location of line hinges (for lines which don’t serve as boundary lines of surfaces)
  • Update Report No. 03032

    RSTAB 8-20-01 | 02/07/2019
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2020
      Revit 2016 - 2020
      Tekla Structures 20.1 - 2019
    • Upgrade to dongle driver 7.92
    • Adaptations in the Tekla interface regarding the export of results of member sets
  • Update Report No. 03031

    RF-CONCRETE 5-20-01 | 02/07/2019
    • Update of the dialog box for exporting reinforcements into the Nemetschek format
    • Optimization when adjusting the color settings in the result panel in RF-CONCRETE Surfaces
    • Adaptations concerning the calculation of the concrete cover according to standard
    • Optimizations when setting the displayed value range in the result panel
    • Adaptations in the Surfaces module regarding the strength reduction factors according to ACI 318-14
    • Adaptations concerning the graphic representation of the provided additional reinforcement for the manual definition of reinforcement areas (CONCRETE Surfaces)
  • Update Report No. 03030

    RF-DYNAM Pro - Nonlinear Time History 5-20-01 | 02/07/2019
    • Facilitation of the analysis of gas solids
  • Update Report No. 03029

    RF-DYNAM Pro - Natural Vibrations 5-20-01 | 02/07/2019
    • Facilitation of the analysis of gas solids
    • Adaptations in the consideration of rigid members regarding the mass distribution
  • Update Report No. 03028

    RF-LAMINATE 5-20-01 | 02/07/2019
    • Adaptation of the calculation of shear strengths in the gross cross-section of the company Binderholz
    • Update of the layers of the company HASSLACHER CLT
    • Update of the layers of the company Pollmeier (BauBuche)
    • Update of the layers of the company Stora Enso
    • Adaptations in the solver regarding the Hybrid material model
    • Adaptations concerning the consideration of average regions
  • Update Report No. 03027

    RF-PIPING Design 5-20-01 | 02/07/2019
    • Optimizations concerning axial expansion joints - implementation of an option to deactivate the manual input of the torsional stiffness
  • Update Report No. 03026

    RF-FORM-FINDING 5-20-01 | 02/07/2019
    • Implementation of an option to display preliminary shapes without calculation
  • Update Report No. 03025

    STEEL CSA 8-20-01 | 02/07/2019
    • Implementation of the current version of the standard CSA S16-14
  • Update Report No. 03024

    RF-STEEL CSA 5-20-01 | 02/07/2019
    • Implementation of the current version of the standard CSA S16-14
  • Update Report No. 03023

    RF-PUNCH Pro 5-20-01 | 02/07/2019
    • Implementation of an option to take into account the surface load inside the critical perimeter for all designs
    • Optimizations when selecting materials in the program dialog box "1.2 Materials"
    • Adaptations in the solver - the module could freeze in some circumstances
  • Update Report No. 03022

    SHAPE-THIN 8-20-01 | 02/07/2019
    • Adaptations concerning the calculation of the effective length while taking buckling stiffeners into account
  • Update Report No. 03021

    RF-JOINTS Steel - Column Base 5-20-01 | 02/07/2019
    • Adaptations in the design of the required bucket depth regarding the horizontal design force

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