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Service contracts

Keep your Dlubal Software programs up-to-date with a Basic Service Contract. In addition to regular program updates, receive priority tech support from our team of qualified engineers through email.

The Pro Service Contract includes all of these same benefits plus additional tech support over the phone and online video conferencing.

  • Update Report No. 02929

    RF-GLASS 5-18-01 | 02/07/2019
    • Adaptations concerning the calculation of several overlapping foil layers
  • Update Report No. 02928

    CRANEWAY 8-18-01 | 02/07/2019
    • Adaptations in the fatigue design of welds concerning the reduction of the crane rail according to EN 1993-6 5.6.2 (3)
    • Adaptations in the fatigue design of welds concerning the determination of stresses from eccentric wheel load
    • Adaptations in the "Fast Calculation" concerning the determination of the governing load positions
  • Update Report No. 02927

    STEEL AISC 8-18-01 | 02/07/2019
    • Adaptations concerning the graphical result display when performing design with RF-STEEL Warping Torsion
    • Adaptations in the torsional and flexural-torsional buckling design according to E4 concerning the determination of the elastic flexural buckling stress
  • Update Report No. 02926

    RF-STEEL AISC 5-18-01 | 02/07/2019
    • Adaptations concerning the graphical result display when performing design with RF-STEEL Warping Torsion
    • Adaptations in the torsional and flexural-torsional buckling design according to E4 concerning the determination of the elastic flexural buckling stress
  • Update Report No. 02925

    STEEL 8-18-01 | 02/07/2019
    • Adaptations concerning the design of tapered members from SHAPE-THIN sections (recalculation of the sections in SHAPE-THIN might be required)
  • Update Report No. 02924

    RF-STEEL 5-18-01 | 02/07/2019
    • Adaptations in the design concerning the consideration of the distribution of internal forces "Continuous by groups"
    • Adaptations concerning the design of tapered members from SHAPE-THIN sections (recalculation of the sections in SHAPE-THIN might be required)
  • Update Report No. 02923

    TOWER Loading 8-18-01 | 02/07/2019
    • Adaptations concerning the determination of the gust wind velocity according to CEN - EN 1991-1-4
  • Update Report No. 02922

    RF-TOWER Loading 5-18-01 | 02/07/2019
    • Adaptations concerning the determination of the gust wind velocity according to CEN - EN 1991-1-4
  • Update Report No. 02921

    RF-DYNAM Basic 5-18-01 | 02/07/2019
    • Adaptations concerning the use of DYNAM modules after upgrading to DYNAM Pro
  • Update Report No. 02920

    DYNAM Basic 8-18-01 | 02/07/2019
    • Adaptations concerning the use of DYNAM modules after upgrading to DYNAM Pro
  • Update Report No. 02919

    RF-JOINTS Steel - Column Base 5-18-01 | 02/07/2019
    • Adaptations concerning defining the required depth of the bucket of pocket foundations
  • Update Report No. 02918

    JOINTS Steel - Column Base 8-18-01 | 02/07/2019
    • Adaptations concerning defining the required depth of the bucket of pocket foundations
  • Update Report No. 02917

    RF-LAMINATE 5-18-01 | 02/07/2019
    • Optimizations of the internal storage management - it can improve the module performance
  • Update Report No. 02916

    TIMBER Pro 8-18-01 | 02/07/2019
    • Adaptation of the strengths in case of fire design concerning the fractile values of 20 % according to SIA 265:2012
    • Optimizations at the stability analysis in humidity class 2 and 3 concerning the reduction of stiffnesses and resistances when determining the relative degree of slenderness
  • Update Report No. 02915

    RF-TIMBER Pro 5-18-01 | 02/07/2019
    • Adaptation of the strengths in case of fire design concerning the fractile values of 20 % according to SIA 265:2012
    • Optimizations at the stability analysis in humidity class 2 and 3 concerning the reduction of stiffnesses and resistances when determining the relative degree of slenderness
  • Update Report No. 02914

    RF-CONCRETE Columns 5-17-02 | 12/20/2018
    • Adaptations in the shear force design concerning the applied component width
    • Adaptations concerning reducing the reinforced steel properties in the fire resistance design
  • Update Report No. 02913

    CONCRETE Columns 8-17-02 | 12/20/2018
    • Adaptations in the shear force design concerning the applied component width
    • Adaptations concerning reducing the reinforced steel properties in the fire resistance design
  • Update Report No. 02912

    RF-GLASS 5-17-02 | 12/20/2018
    • Adaptations in the batch calculation - exclusion of nonlinear structures
  • Update Report No. 02911

    RFEM 5-17-02 | 12/20/2018
    • Adaptations in the batch calculation - exclusion of nonlinear structures
  • Update Report No. 02910

    LIMITS 8-17-02 | 12/20/2018
    • Fixing a crash which could occur when opening the library

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