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  • Update Report No. 03088

    RFEM 5-21-02 | 12/05/2019
    • Implementation of wind profiles according to ASCE 7 for RWIND Simulation
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2020
      Revit 2016 - 2020
      Tekla Structures 20.1 - 2019i
    • Release of interface with Rhinoceros and Grasshopper
    • Adaptations in the installation concerning Microsoft Visual C++ Redistributables
    • Implementation of additional National Annexes for EN 1991-1-4 concerning RWIND Simulation
    • Adaptations concerning the calculation type of load cases that were imported from RWIND Simulation - specifically for structures that require a calculation according to the large deformation analysis
  • Update Report No. 03087

    RSTAB 8-21-02 | 12/05/2019
    • Adaptations in the installation concerning Microsoft Visual C++ Redistributables
  • Update Report No. 03086

    RF-PUNCH Pro 5-21-02 | 12/05/2019
    • Optimization at the interface with Halfen HDB regarding the concrete strength class
  • Update Report No. 03085

    RWIND Simulation 1-21-0230 | 11/13/2019
    • Adaptations concerning the visibility of results with regard to the graphical display on surfaces
    • Adaptations concerning the options for calculating RWIND in the background if it runs as a trial version
    • Implementation of a warning concerning the use of antivirus programs - they can, in the absence of appropriate exemptions, lead to crashes
    • Adaptations in the solver concerning the 'Export Optimized Member Topology' option
  • Update Report No. 03084

    RF-SOILIN 5-21-01 | 10/22/2019
    • Adaptions concerning the calculation of the elastic foundation coefficients
  • Update Report No. 03083

    RFEM 5-21-01 | 10/22/2019
    • Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
    • Expansion of the global calculation parameters with settings for the Penalty stiffness
    • Implementation of an interface to RWIND Simulation
    • Deactivation of the graphical output of stresses on composite timber sections
    • Adaptations in the printout report graphics concerning the visibility of manually defined result values
    • Removal of an error message which resulted from opening the calculator
    • Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
    • Adaptations concerning the output of max/min information in the graphical window regarding local line hinge deformations
    • Adaptations in the printout report concerning the display of the surface thickness (as the third dimension) in graphics where the "Colors in Graphics According to Surface Thickness" option is enabled
    • Adaptations concerning the graphical display of free rectangular loads
    • Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
    • Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
    • Adaptations concerning the output of results on line hinges
    • Adaptations concerning the internal coupling of nodal constraints and trusses
    • Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
    • Adaptations concerning the display of result values in clipping planes
    • Adaptations concerning the merging of identical materials
    • Adaptations concerning the cross-section properties IT and IZ of the trapezoidal sheets TBS + (Thyssen T)
    • Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
    • Adaptations in the solver concerning a calculation error due to an incorrectly defined free load
  • Update Report No. 03082

    RSTAB 8-21-01 | 10/22/2019
    • Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
    • Implementation of an interface to RWIND Simulation
    • Removal of an error message which resulted from opening the calculator
    • Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
    • Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
    • Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
    • Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
    • Adaptations concerning the merging of identical materials
    • Adaptations concerning the cross-section properties IT and IZ of the trapezoidal sheets TBS + (Thyssen T)
    • Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
  • Update Report No. 03081

    RWIND Simulation 1-21-0160 | 10/22/2019
    • Release of the module
  • Update Report No. 03080

    RF-FORM-FINDING 5-21-01 | 10/22/2019
    • Implementation of an option to display the topology at the deformed system
  • Update Report No. 03079

    RF-LAMINATE 5-21-01 | 10/22/2019
    • Implementation of the design standard CSA O86-14
  • Update Report No. 03078

    RF-HSS 5-21-01 | 10/22/2019
    • Adaptations in the stress design regarding the consideration of global moments
  • Update Report No. 03077

    HSS 8-21-01 | 10/22/2019
    • Adaptations in the stress design regarding the consideration of global moments
  • Update Report No. 03076

    RF-PUNCH Pro 5-21-01 | 10/22/2019
    • Optimization when labeling the column dimensions in the detail tables of Window 1.5
    • Optimizations when exporting the geometry to Halfen with respect to existing openings in the model
    • Optimizations when determining the punching load from result combinations
    • Optimization when determining the mean longitudinal reinforcement ratio, if a longitudinal reinforcement on the upper or bottom side of the surface was defined in dialog box 1.5
    • Optimization of the graphical display of width and length of longitudinal reinforcements
  • Update Report No. 03075

    SHAPE-THIN 8-21-01 | 10/22/2019
    • Adaptations concerning the calculation of the effective width of c/t-parts with supports on both sides
    • Adaptations concerning the tabular result values of static moments
    • Adaptations concerning the import of DXF files in imperial unit format
  • Update Report No. 03074

    RF-STEEL EC3 5-21-01 | 10/22/2019
    • Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
    • Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
    • Adaptations concerning the consideration of the lateral-torsional buckling length Lw
  • Update Report No. 03073

    STEEL EC3 8-21-01 | 10/22/2019
    • Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
    • Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
    • Adaptations concerning the check of validity of the load situations to be designed
    • Adaptations concerning the consideration of the lateral-torsional buckling length Lw
  • Update Report No. 03072

    RF-CONCRETE Columns 5-21-01 | 10/22/2019
    • Adaptations in the fire resistance design regarding the consideration of shear reinforcement
    • Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
  • Update Report No. 03071

    CONCRETE Columns 8-21-01 | 10/22/2019
    • Adaptations in the fire resistance design regarding the consideration of shear reinforcement
    • Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
  • Update Report No. 03070

    RF-STABILITY 5-21-01 | 10/22/2019
    • Adaptations concerning the graphic display of the mode shapes of members for nonlinear calculations
  • Update Report No. 03069

    RF-DYNAM Pro - Natural Vibrations 5-21-01 | 10/22/2019
    • Adaptations in the printout report concerning the display of all mesh points in Table 5.6
    • Adaptations in the mass cases concerning the consideration of eccentric member loads
    • Adaptations in the sum of masses in the "Mass Cases" dialog box regarding the consideration of additional nodal masses

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