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  • Update Report No. 03033

    RFEM 5-20-01 | 2019-07-02
    • 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
  • Update Report No. 03032

    RSTAB 8-20-01 | 2019-07-02
    • 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 | 2019-07-02
    • 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 | 2019-07-02
    • Facilitation of the analysis of gas solids
  • Update Report No. 03029

    RF-DYNAM Pro - Natural Vibrations 5-20-01 | 2019-07-02
    • 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 | 2019-07-02
    • 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 | 2019-07-02
    • 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 | 2019-07-02
    • Implementation of an option to display preliminary shapes without calculation
  • Update Report No. 03025

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

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

    RF-PUNCH Pro 5-20-01 | 2019-07-02
    • 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 | 2019-07-02
    • 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 | 2019-07-02
    • Adaptations in the design of the required bucket depth regarding the horizontal design force
  • Update Report No. 03020

    JOINTS Steel - Column Base 8-20-01 | 2019-07-02
    • Adaptations in the design of the required bucket depth regarding the horizontal design force
  • Update Report No. 03019

    JOINTS Steel - Rigid 8-20-01 | 2019-07-02
    • Adaptations concerning the check of edge distances of bolts in column flanges
    • Optimizations in the design concept regarding the consideration of bolt rows as groups
    • Adaptations in calculations with plastic force distributions in connections - all bolt rows can be used for the moment resistance
    • Adaptations concerning the effective resistances and lever arms that are output in the intermediate results
    • Adaptations concerning the load-bearing capacity of the T-stub in mode 3 in connection with the linear reduction according to 6.2.7.2(9)
    • Increase of the maximum angle deviation (from the right angle) to 60°
    • Adaptations concerning the internal classification of cross-sections
    • Increase of the maximum hole spacing
  • Update Report No. 03018

    RF-JOINTS Steel - Rigid 5-20-01 | 2019-07-02
    • Adaptations concerning the check of edge distances of bolts in column flanges
    • Optimizations in the design concept regarding the consideration of bolt rows as groups
    • Adaptations in calculations with plastic force distributions in connections - all bolt rows can be used for the moment resistance
    • Adaptations concerning the effective resistances and lever arms that are output in the intermediate results
    • Adaptations concerning the load-bearing capacity of the T-stub in mode 3 in connection with the linear reduction according to 6.2.7.2(9)
    • Increase of the maximum angle deviation (from the right angle) to 60°
    • Adaptations concerning the internal classification of cross-sections
    • Increase of the maximum hole spacing
  • Update Report No. 03017

    RF-STAGES 5-20-01 | 2019-07-02
    • Adaptations in the internal data management regarding the storage of results packages
    • Adaptations concerning the internal management of results packages
  • Update Report No. 03016

    TIMBER Pro 8-20-01 | 2019-07-02
    • Adaptation of the cross-section dimension for tension according to EN 1995-1-1 chapter 3.2(3)
  • Update Report No. 03015

    RF-TIMBER Pro 5-20-01 | 2019-07-02
    • Adaptation of the cross-section dimension for tension according to EN 1995-1-1 chapter 3.2(3)
  • Update Report No. 03014

    JOINTS Steel - Pinned 8-20-01 | 2019-07-02
    • Adaptations concerning the input of connections at column flanges in manual input mode

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