更新报告

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  • Update Report No. 03429

    RFEM 5 5-30-01 | 2022/10/26
    • Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
    • Adaptations in licensing - sometimes the trial version could not be activated
    • Adaptations in internal data processing regarding the retention of the user-defined number of grid points in surfaces
    • Optimizations in the solver regarding the calculation of strains of members with isotropic nonlinear elastic material model
    • Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
  • Update Report No. 03428

    RSTAB 8 8-30-01 | 2022/10/26
    • Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
    • Adaptations in licensing - sometimes the trial version could not be activated
    • Adaptations concerning the generation of loads from RWIND Simulation when starting the calculation via the menu "Calculate" - "RWIND - Calculate All in Background"
    • Adaptations concerning the calculation of load sums when combining member loads and generated loads from motion
    • Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
  • Update Report No. 03427

    LIMITS 8-30-01 | 2022/10/26
    • Expansion of the module database with limits from the Timber Soul group
  • Update Report No. 03426

    RF-LIMITS 5-30-01 | 2022/10/26
    • Expansion of the module database with limits from the Timber Soul group
  • Update Report No. 03425

    RF-JOINTS Timber - Timber to Timber 5-30-01 | 2022/10/26
    • Adaptations in the design according to ANSI/AWC - NDS 2018 in the design check of the load-carrying capacity of single member dowels regarding the determination of the factor k3
  • Update Report No. 03424

    JOINTS Timber - Timber to Timber 8-30-01 | 2022/10/26
    • Adaptations in the design according to ANSI/AWC - NDS 2018 in the design check of the load-carrying capacity of single member dowels regarding the determination of the factor k3
  • Update Report No. 03423

    TIMBER AWC 8-30-01 | 2022/10/26
    • Adaptations in the design regarding the consideration of the user-defined input of factor CF for non-standardized timber cross-sections
  • Update Report No. 03422

    RF-TIMBER AWC 5-30-01 | 2022/10/26
    • Adaptations in the design regarding the consideration of the user-defined input of factor CF for non-standardized timber cross-sections
  • Update Report No. 03421

    RX‑TIMBER Glued‑Laminated Beam 2-30-01 | 2022/10/26
    • Adaptations concerning the update of (input) data for the calculation. For very old files, the cross-section width was sometimes not correctly taken into account.
  • Update Report No. 03420

    JOINTS Steel - Pinned 8-30-01 | 2022/10/26
    • Adaptations concerning the display of the weld in fin plate connections
  • Update Report No. 03419

    RF-JOINTS Steel - Pinned 5-30-01 | 2022/10/26
    • Adaptations concerning the display of the weld in fin plate connections
  • Update Report No. 03418

    STEEL AISC 8-30-01 | 2022/10/26
    • Fixed a crash that could occur when printing graphics of the STEEL AISC module or when displaying the graphics in the printout report
  • Update Report No. 03417

    RF-STEEL AISC 5-30-01 | 2022/10/26
    • Fixed a crash that could occur when printing graphics of the STEEL AISC module or when displaying the graphics in the printout report
  • Update Report No. 03416

    JOINTS Timber - Steel to Timber 8-30-01 | 2022/10/26
    • Adaptations concerning the tolerances of slot widths for slotted plates according to the new edition of ÖNORM B 1995-1-1
  • Update Report No. 03415

    RF-JOINTS Timber - Steel to Timber 5-30-01 | 2022/10/26
    • Adaptations concerning the tolerances of slot widths for slotted plates according to the new edition of ÖNORM B 1995-1-1

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