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  • Update Report No. 03412

    RFEM5 5-29-01 | 01/07/2022
    • AutoCAD interface update for version 2023

      The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2023
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2022
    • RFEM solver update - this removes support for Windows XP. Windows Vista or later is required
    • Adaptations concerning the display of nodal support arrows
    • Adaptations in the printout report regarding the display of the result values of a specific x-location in result diagram graphs
    • Adaptations concerning the consideration of nodal loads on members of the type "Truss" if the node for the load is on the line of the member
    • Adaptations concerning the consideration of modified local axis systems of solids when displaying stress results
    • Adaptations of values on surfaces when displayed at local peak values - the values may not have matched the color gradients
    • Adaptations in the calculation of nodal support forces when using members of the type "Truss" if they were provided with an axial eccentricity
    • Adaptations in the solver regarding the consideration of the member rotation of members with SHAPE-MASSIVE sections, if the member rotation was defined via help nodes
    • Adaptations in the solver regarding the consideration of line releases if they are adjacent to contact solids
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
    • Adaptations concerning the headers and load cases in tables when exporting support reactions from 2D positions
  • Update Report No. 03411

    RSTAB 8 8-29-01 | 01/07/2022
    • AutoCAD interface update for version 2023

      The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2023
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2022
    • Adaptations concerning the display of nodal support arrows
    • Adaptations in the printout report regarding the display of the result values of a specific x-location in result diagram graphs
    • Adaptations in the calculation of nodal support forces when using members of the type "Truss" if they were provided with an axial eccentricity
    • Adaptations in the solver regarding the consideration of the member rotation of members with SHAPE-MASSIVE sections, if the member rotation was defined via help nodes
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
    • Adaptations concerning the headers and load cases in tables when exporting support reactions from 2D positions
  • Update Report No. 03410

    RX‑TIMBER Glued‑Laminated Beam 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03409

    RX-TIMBER Continuous Beam 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03408

    RX-TIMBER Column 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03407

    RX-TIMBER Purlin 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03406

    RX-TIMBER Frame 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03405

    RX-TIMBER Brace 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03404

    RX-TIMBER Roof 2-29-01 | 01/07/2022
    • Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
  • Update Report No. 03403

    RF-STEEL EC3 5-29-01 | 01/07/2022
    • Adaptations concerning the determination of the maximum design ratio of SHAPE-THIN cross-sections with longitudinal stiffeners - a warning message has been implemented if the minimum requirements for the longitudinal stiffeners are not met
    • Adaptations in the warping torsion analysis for sections of the type KU-PAR
    • Adaptations concerning the consideration of the section type 2IKL in the design check according to 6.3.3 - the section is now classified as unallowable
    • Implementation of weld design for the section types LS, LU, UU, IU2S, UL(A), UL(B), UL(C)
    • Adaptations in the warping torsion analysis regarding the determination of the governing stress point - particularly if reduced yield strengths were used at some stress points due to the component thickness
    • Adaptations in the analysis according to 6.3.4 and formula 6.66 from EN 1993-1-1 regarding the consideration of internal forces if they fall below the limit of 2 per mille. In this case, the internal forces are not taken into account
    • Adaptations in the design of sections of the type 2UR U regarding the consideration of torsional moments
  • Update Report No. 03402

    STEEL EC3 8-29-01 | 01/07/2022
    • Adaptations concerning the determination of the maximum design ratio of SHAPE-THIN cross-sections with longitudinal stiffeners - a warning message has been implemented if the minimum requirements for the longitudinal stiffeners are not met
    • Adaptations in the warping torsion analysis for sections of the type KU-PAR
    • Adaptations concerning the consideration of the section type 2IKL in the design check according to 6.3.3 - the section is now classified as unallowable
    • Implementation of weld design for the section types LS, LU, UU, IU2S, UL(A), UL(B), UL(C)
    • Adaptations in the warping torsion analysis regarding the determination of the governing stress point - particularly if reduced yield strengths were used at some stress points due to the component thickness
    • Adaptations in the analysis according to 6.3.4 and formula 6.66 from EN 1993-1-1 regarding the consideration of internal forces if they fall below the limit of 2 per mille. In this case, the internal forces are not taken into account
    • Adaptations in the design of sections of the type 2UR U regarding the consideration of torsional moments
  • Update Report No. 03401

    RF-DEFORM 5-29-01 | 01/07/2022
    • Adaptations in internal data management regarding the retention of module inputs - particularly the limit deformations
  • Update Report No. 03400

    DEFORM 8-29-01 | 01/07/2022
    • Adaptations in internal data management regarding the retention of module inputs - particularly the limit deformations
  • Update Report No. 03399

    STEEL AISC 8-29-01 | 01/07/2022
    • Adaptations in the design of shear stress in the y-direction for rectangular sections
    • Adaptations concerning the applied shear area of welded box sections
  • Update Report No. 03398

    RF-STEEL AISC 5-29-01 | 01/07/2022
    • Adaptations in the design of shear stress in the y-direction for rectangular sections
    • Adaptations concerning the applied shear area of welded box sections

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