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Položek na stránce:

  • Update Report No. 03379

    RFEM 5 5-28-03 | 10.05.2022
    • Adaptions concerning the graphical display of add-on results on result beams
    • Adaptions concerning the display of member-stresses on SHAPE-THIN cross-sections
  • Update Report No. 03378

    RSTAB 8 8-28-03 | 10.05.2022
    • Adjustments to the way the "Show results" function works - only the necessary load situations will be analysed again
    • Adaptions concerning the graphical display of add-on results on result beams
    • Adaptions concerning the display of member-stresses on SHAPE-THIN cross-sections
  • Update Report No. 03377

    COMPOSITE-BEAM 8-28-03 | 10.05.2022
    • Adaptions concerning the calculation of the SLS-support reactions for the composite stage
  • Update Report No. 03376

    RFEM 5 5-28-02 | 31.03.2022
    • Update of Tekla interface for Tekla 2022
  • Update Report No. 03375

    RSTAB 8 8-28-02 | 31.03.2022
    • Update of Tekla interface for Tekla 2022
  • Update Report No. 03374

    RF-FOUNDATION Pro 5-28-02 | 31.03.2022
    • Elimination of a crash which could occur when result combinations were designed
    • Adjustments in licensing (network license) regarding the release of the license for the design according to EC2
    • The RF-/FOUNDATION Pro add-on module stored unnecessary load combinations in the model
  • Update Report No. 03373

    FOUNDATION Pro 8-28-02 | 31.03.2022
    • Elimination of a crash which could occur when result combinations were designed
    • Adjustments in licensing (network license) regarding the release of the license for the design according to EC2
    • The RF-/FOUNDATION Pro add-on module stored unnecessary load combinations in the model
  • Update Report No. 03372

    JOINTS Timber - Steel to Timber 8-28-02 | 31.03.2022
    • Adaptations in the printout report concerning the display of the result details
  • Update Report No. 03371

    RF-JOINTS Timber - Steel to Timber 5-28-02 | 31.03.2022
    • Adaptations in the printout report concerning the display of the result details
  • Update Report No. 03370

    RFEM 5 5-28-01 | 25.02.2022
    • Optimizations for the result beam - deformations can now be displayed as well
    • Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
    • Adaptations concerning the consideration of influence surfaces from the RF-INFLUENCE module
    • Adaptations concerning the preservation of the surface axis orientation for results after closing and reopening the model
    • Adjustments in the printout report in Table 2.3.1 regarding the complete display of all excluded load cases
    • Adaptations concerning the placement of graphics in the printout report when using the "Microsoft Print to PDF" printer - margins were ignored in some cases
    • Optimization when calculating with stiffness reductions for line releases
    • Adjustments in the solver regarding the consideration of the Isotropic Nonlinear Elastic 1D material model with diagram
  • Update Report No. 03369

    RSTAB 8 8-28-01 | 25.02.2022
    • Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
    • Adjustments in the printout report in Table 2.3.1 regarding the complete display of all excluded load cases
    • Adaptations concerning the placement of graphics in the printout report when using the "Microsoft Print to PDF" printer - margins were ignored in some cases
  • Update Report No. 03368

    RX‑TIMBER Glued‑Laminated Beam 2-28-01 | 25.02.2022
    • Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
  • Update Report No. 03367

    RF-CONCRETE 5-28-01 | 25.02.2022
    • Adjustments in the display of values on surfaces - particularly for the extreme values of the entire model
    • Adjustments in the design of shear joints with regard to the consideration of the distance z for joint formation between plate and web
    • Adaptations concerning CONCRETE result values at sections in the main graphic window of RFEM
    • Optimization in torsional design with 3- or 4-legged stirrups

  • Update Report No. 03366

    CONCRETE 8-28-01 | 25.02.2022
    • Adjustments in the design of shear joints with regard to the consideration of the distance z for joint formation between plate and web
    • Optimization in torsional design with 3- or 4-legged stirrups

  • Update Report No. 03365

    RF-FOUNDATION Pro 5-28-01 | 25.02.2022
    • Optimization of the calculation performance

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