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  • Update Report No. 02823

    RFEM 5-15-01 | 2018-06-15
    • Extension of internal structure check concerning the definition of loads on lines of line hinges
    • Implementation of new member hinge nonlinearity "scaffolding diagram"
    • Extension of the cross-section library with rope cross-sections of the company FATZER
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018
    • Change to dongle driver 7.66 with associated normalization of installation speed
    • Adjustments concerning the display of dimensions after modifying the background color of the graphical window
    • Optimizations in the panel concerning the display of variable surface thicknesses in the printout report
    • Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
    • Adjustments in the report concerning the rotation of graphics printed from views
    • Optimizations concerning convergence behavior when using scaffolding releases
    • Elimination of a crash that could happen while importing a block
    • Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
    • Adjustments concerning the width of the printout report navigator
    • Optimization concerning the creation of intersections between surfaces
    • Optimizations concerning the storage behavior of result combinations - the performance when switching between results of result combinations was improved
    • Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
    • Adjustments in the result diagrams of members concerning the completeness of the diagram when analyzing results from result combinations
    • Adjustments in the result diagrams of sections concerning internal force v,maxb - particularly in the event where sections were in the area of the effective width of rips
  • Update Report No. 02822

    RSTAB 8-15-01 | 2018-06-15
    • Extension of the cross-section library with rope cross-sections of the company FATZER
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018
    • Change to dongle driver 7.66 with associated normalization of installation speed
    • Adjustments concerning the display of dimensions after modifying the background color of the graphical window
    • Adjustments in the report concerning the rotation of graphics printed from views
    • Adaptions in the protocol concerning the adoption of filter settings for table 4.5 Members - Contact Forces
    • Elimination of a crash that could happen while importing a block
    • Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
    • Adjustments concerning the width of the printout report navigator
    • Adjustments concerning the division of members with eccentricities
    • Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
  • Update Report No. 02821

    RF-DYNAM Pro - Nonlinear Time History 5-15-01 | 2018-06-15
    • Adjustments concerning the explicit solver in area of damping and consideration of acting masses
    • Extension of results output for damping elements regarding damper and restoring force
    • Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
    • Optimizations concerning the graphical display of force components of damping elements on the time course monitor
  • Update Report No. 02820

    RF-COM 5-15-01 | 2018-06-15
    • Extension of the COM interface concerning the control of member end releases specific to scaffolding
  • Update Report No. 02819

    RF-LAMINATE 5-15-01 | 2018-06-15
    • Implementation of compositions by ZÜBLIN Timber
  • Update Report No. 02818

    SHAPE-THIN 8-15-01 | 2018-06-15
    • Extension of calculation of effective cross-section by considering stiffened buckling panels according to EN 1993-1-5
    • Adjustments concerning the opening of SHAPE-THIN 8 from the project manager
    • Adjustments in result table 4.8 concerning the theory of stiffening systems
  • Update Report No. 02817

    DYNAM Pro - Nonlinear Time History 8-15-01 | 2018-06-15
    • Adjustments concerning the explicit solver in area of damping and consideration of acting masses
  • Update Report No. 02816

    RF-LIMITS 5-15-01 | 2018-06-15
    • Extension of result tables of surface designs with another result column
  • Update Report No. 02815

    RF-DYNAM Pro - Forced Vibrations 5-15-01 | 2018-06-15
    • Implementation of an option to convert lehr's damping into Rayleigh damping
    • Adjustments concerning the response spectrum according to NCSE-02
    • Extension of results output for damping elements regarding damper and restoring force
    • Optimizations concerning the graphical display of force components of damping elements on the time course monitor
    • Optimization of direction combinatorics in the case of result combinations from the response spectrum method
  • Update Report No. 02814

    DYNAM Pro - Forced Vibrations 8-15-01 | 2018-06-15
    • Implementation of an option to convert lehr's damping into Rayleigh damping
    • Adjustments concerning the response spectrum according to NCSE-02
    • Optimization of direction combinatorics in the case of result combinations from the response spectrum method
  • Update Report No. 02813

    RF-TOWER Design 5-15-01 | 2018-06-15
    • Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
  • Update Report No. 02812

    TOWER Design 8-15-01 | 2018-06-15
    • Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
  • Update Report No. 02811

    TIMBER Pro 8-15-01 | 2018-06-15
    • Adjustments concerning the display of intermediate results on the start and end points of tapered members
    • Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
  • Update Report No. 02810

    RF-TIMBER Pro 5-15-01 | 2018-06-15
    • Adjustments concerning the display of intermediate results on the start and end points of tapered members
    • Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
  • Update Report No. 02809

    RF-PUNCH Pro 5-15-01 | 2018-06-15
    • Optimization in determining the punching load on a node support with the option "as columns in z", if the load determination in the module is selected as smoothed or unsmoothed shear force in the critical control perimeter.
    • When selecting result combinations for analysis, version 5.14 potentially did not save the input of table 1.5 correctly. This program behavior was optimized for version 5.15.
    • Optimizations concerning the determination of the length of perimeter u0 on a column perimeter of edge and corner columns
    • Adjustments for considering the maximum reinforcement content rhomax.
    • Optimizations during the automatic increase of longitudinal reinforcement for the analysis of VRd,c.
    • Optimizations during the application of result combinations from RF-DYNAM Pro
  • Update Report No. 02808

    ALUMINUM 8-15-01 | 2018-06-15
    • Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
  • Update Report No. 02807

    RF-ALUMINUM 5-15-01 | 2018-06-15
    • Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
  • Update Report No. 02806

    CONCRETE 8-15-01 | 2018-06-15
    • Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
    • Adjustments concerning the determination of the secondary minimum reinforcement of L sections
    • Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
  • Update Report No. 02805

    RF-CONCRETE 5-15-01 | 2018-06-15
    • Extension of serviceability limit state designs of surfaces according to ACI 318-14 concerning the determination of maximum bar spacings
    • Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
    • Adjustments concerning the determination of the secondary minimum reinforcement of L sections
    • Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
  • Update Report No. 02804

    RF-CONCRETE Columns 5-15-01 | 2018-06-15
    • Adjustments in solver concerning the consideration of highly ductile steel

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