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  • Update Report No. 03013

    RF-JOINTS Steel - Pinned 5-20-01 | 07/02/2019
    • Adaptations concerning the input of connections at column flanges in manual input mode
  • Update Report No. 03012

    RF-STEEL EC3 5-20-01 | 07/02/2019
    • Adaptations in the fire resistance design regarding the determination of the steel temperature
  • Update Report No. 03011

    STEEL EC3 8-20-01 | 07/02/2019
    • Adaptations in the fire resistance design regarding the determination of the steel temperature
  • Update Report No. 03010

    RF-STEEL 5-20-01 | 07/02/2019
    • Adaptations concerning the design of result members with circular hollow cross-sections
  • Update Report No. 03009

    STEEL 8-20-01 | 07/02/2019
    • Adaptations concerning the design of result members with circular hollow cross-sections
  • Update Report No. 03008

    CRANEWAY 8-20-01 | 07/02/2019
    • Adaptations concerning the retention of manually defined dimensions
    • Adaptations concerning the consideration of the 25% cleat reduction in weld fatigue design
    • Adaptations in Table 2.3 Support Forces regarding the related Rmin combinations
  • Update Report No. 03007

    DYNAM Pro - Natural Vibrations 8-20-01 | 07/02/2019
    • Adaptations in the consideration of rigid members regarding the mass distribution
  • Update Report No. 03006

    RF-JOINTS Steel - DSTV 5-20-01 | 07/02/2019
    • Adaptations in the geometry check regarding the supporting member emplacement
  • Update Report No. 03005

    JOINTS Steel - DSTV 8-20-01 | 07/02/2019
    • Adaptations in the geometry check regarding the supporting member emplacement
  • Update Report No. 03004

    RS-COM 8-20-01 | 07/02/2019
    • Adaptations concerning the CopyGraphicToClipboard function
    • Adaptations concerning the readout of nodal support forces of result combinations
  • Update Report No. 03003

    RF-CONCRETE Columns 5-20-01 | 07/02/2019
    • Adaptations concerning the consideration of the maximum reinforcement distance in circular cross-sections
    • Adaptations concerning the units in the max/min information
    • Improvement regarding the determination of equivalent moments
  • Update Report No. 03002

    CONCRETE Columns 8-20-01 | 07/02/2019
    • Adaptations concerning the consideration of the maximum reinforcement distance in circular cross-sections
    • Adaptations concerning the units in the max/min information
    • Improvement regarding the determination of equivalent moments
  • Update Report No. 03001

    ALUMINUM 8-20-01 | 07/02/2019
    • Adaptations concerning the design of parametric pipe sections (RO-PAR)
  • Update Report No. 03000

    RF-ALUMINUM 5-20-01 | 07/02/2019
    • Adaptations concerning the design of parametric pipe sections (RO-PAR)
  • Update Report No. 02999

    RF-COM 5-20-01 | 07/02/2019
    • Adaptations concerning the definition of quadrangle surfaces
    • Adaptations concerning the control of the diagram in spring members
    • Adaptations concerning the CopyGraphicToClipboard function
  • Update Report No. 02998

    RF-GLASS 5-20-01 | 07/02/2019
    • Adaptations concerning the consideration of nonlinear support conditions
  • Update Report No. 02997

    RF-LIMITS 5-20-01 | 07/02/2019
    • Optimizations concerning the performance of calculations
  • Update Report No. 02996

    LIMITS 8-20-01 | 07/02/2019
    • Optimizations concerning the performance of calculations
  • Update Report No. 02995

    RF-STABILITY 5-20-01 | 07/02/2019
    • Adaptations concerning the display of line supports in the graphical window
  • Update Report No. 02994

    RFEM 5-19-01 | 04/17/2019
    • Expansion of the material database for cables with steels of the Fatzer company
    • Optimizations regarding the member loads - implementation of an option to apply them eccentrically
    • Optimization of the Revit interface regarding the update of the Revit structure - implementation of a new function to exclusively update materials, surface thicknesses, and cross-sections
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 – 2018i
    • Adaptations concerning the consequence classes according to NS-EN 1990
    • Adaptations concerning the export to Revit regarding the update of the material of surface elements
    • Optimizations in the Tekla interface with regards to the export of openings
    • Optimization of the export from Revit to RFEM - implementation of an option to retain free lines
    • Optimization concerning the export to Revit - specifically for supported boundary lines of surfaces with member definition
    • Adaptations concerning the parametric input of friction coefficients in line supports
    • Adaptations in the printout report regarding the update of max/min information in graphics
    • Optimizations in the viewer version regarding the readability of older modules (such as DSTV, FOUNDATION, etc.)
    • Adaptations in the printout report regarding the visibility of Table 1.8.5 Line Supports - Nonlinearities - Partial Activity
    • Adaptations in the printout report concerning Table 2.3.1 - Combinations Expressions of Exclusive Load Cases
    • Adaptations concerning the detection of instabilities when calculating several load combinations in one go
    • Adaptations concerning the transfer of comments in line loads into the printout report
    • Adaptations concerning the display of the line hinge result diagrams in the model
    • Adaptations concerning the generated loads if related load cases were renumbered

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