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Umowa serwisowa

Umowy serwisowe

Dzięki umowie serwisowej mają Państwo dostęp do aktualnych programów firmy Dlubal. Umowa serwisowa zapewnia dostęp do najnowszej wersji programu.

Dzięki umowie serwisowej Pro otrzymają Państwo również wsparcie telefoniczne oraz, w razie potrzeby, wsparcie online poprzez współdzielenie pulpitu.

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Elementy:

  • Update Report No. 03379

    RFEM 5 5-28-03 | 2022-05-10
    • 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 | 2022-05-10
    • 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 | 2022-05-10
    • Adaptions concerning the calculation of the SLS-support reactions for the composite stage
  • Update Report No. 03376

    RFEM 5 5-28-02 | 2022-03-31
    • Update of Tekla interface for Tekla 2022
  • Update Report No. 03375

    RSTAB 8 8-28-02 | 2022-03-31
    • Update of Tekla interface for Tekla 2022
  • Update Report No. 03374

    RF-FOUNDATION Pro 5-28-02 | 2022-03-31
    • 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 | 2022-03-31
    • 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 | 2022-03-31
    • 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 | 2022-03-31
    • Adaptations in the printout report concerning the display of the result details
  • Update Report No. 03370

    RFEM 5 5-28-01 | 2022-02-25
    • 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 | 2022-02-25
    • 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 | 2022-02-25
    • 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 | 2022-02-25
    • 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 | 2022-02-25
    • 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 | 2022-02-25
    • Optimization of the calculation performance

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