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Nowości w RFEM 5 & RSTAB 8

Nowości w RFEM 5 & RSTAB 8

Zachęcamy Państwa do zapoznania się z nowymi funkcjami i modułami dodatkowymi w aktualnej wersji klienckiej programów RFEM/RSTAB.

Umowa serwisowa

Umowa serwisowa

Dzięki umowie serwisowej mogą Państwo na bieżąco aktualizować oprogramowanie firmy Dlubal. W ten sposób zapewniamy regularne aktualizacje oraz preferencyjne traktowanie w przypadku hotline przez e-mail.

Umowa serwisowa Pro zapewnia dodatkowe wsparcie telefoniczne oraz on-line przy użyciu narzędzia współdzielenia pulpitu.

  • Update Report No. 02348

    CRANEWAY 8-07-13 | 2017-01-19
    • Correction in the calculation of the effective loading length considering channel sections
  • Update Report No. 02347

    RF-LAMINATE 5-07-13 | 2017-01-19
    • Update of setups from the company Schilliger
  • Update Report No. 02346

    RF-FORM-FINDING 5-07-13 | 2017-01-19
    • Release of action category "Form-Finding" for load cases
    • Optimizations concerning representation of free loads
  • Update Report No. 02345

    LIMITS 8-07-13 | 2017-01-19
    • Implementation of connecting elements from the company Würth
  • Update Report No. 02344

    RF-LIMITS 5-07-13 | 2017-01-19
    • Implementation of connecting elements from the company Würth
  • Update Report No. 02343

    HSS 8-07-13 | 2017-01-19
    • Adjustments for check of validity limits according to table 7.1
  • Update Report No. 02342

    RF-HSS 5-07-13 | 2017-01-19
    • Adjustments for check of validity limits according to table 7.1
  • Update Report No. 02341

    RF-ALUMINIUM 5-07-13 | 2017-01-19
    • Performance has been improved.
  • Update Report No. 02340

    ALUMINIUM 8-07-13 | 2017-01-19
    • Performance has been improved.
  • Update Report No. 02339

    RF-CONCRETE 2D 5-07-13 | 2017-01-19
    • Optimizations for serviceability limit state design relating to member orientation
  • Update Report No. 02338

    RF-GLASS 5-07-13 | 2017-01-19
    • Calculation options have been extended by layered FE mesh for solids.
    • Adjustment of internal line hinge definition when using the support type "Symmetry"
  • Update Report No. 02337

    TIMBER Pro 8-07-13 | 2017-01-19
    • Implementation of an option for the shear force reduction in the support area
    • Adjustments concerning representation of Results navigator for calculations according to SIA for cross-sections with w>l
  • Update Report No. 02336

    RF-TIMBER Pro 5-07-13 | 2017-01-19
    • Implementation of an option for the shear force reduction in the support area
    • Adjustments concerning representation of Results navigator for calculations according to SIA for cross-sections with w>l
  • Update Report No. 02335

    STAGES 8-07-13 | 2017-01-19
    • Adjustments in calculation concerning member type "Cable"
  • Update Report No. 02334

    CONCRETE Columns 8-07-13 | 2017-01-19
    • Adjustments concerning layout of several reinforcement layers
    • Danish annex has been disabled.
  • Update Report No. 02333

    RF-CONCRETE Columns 5-07-13 | 2017-01-19
    • Adjustments concerning layout of several reinforcement layers
    • Danish annex has been disabled.
  • Update Report No. 02332

    ALUMINIUM ADM 8-07-13 | 2017-01-19
    • Implementation of design according to ASD 2015 and LRFD 2015
    • Adjustments concerning calculation of allowed stiffness strength of tubular sections
    • Adjustments concerning determination of shear stresses of closed sections for the torsion and shear force design
  • Update Report No. 02331

    RF-ALUMINIUM ADM 5-07-13 | 2017-01-19
    • Implementation of design according to ASD 2015 and LRFD 2015
    • Adjustments concerning calculation of allowed stiffness strength of tubular sections
    • Adjustments concerning determination of shear stresses of closed sections for the torsion and shear force design
  • Update Report No. 02330

    RF-CONCRETE 5-07-13 | 2017-01-19
    • Adjustments of factor a5 to 2/3 when anchorage lengths and direct support are determined.
    • Adjustments in analytical calculation concerning consideration of creep and shrinkage
    • Adjustments in calculation concerning consideraton of tapered members
    • Release of fire resistance design for National Annex of Denmark
    • Optimizations for serviceability limit state design relating to member orientation
    • Adjustments in calculation of critical cracking moment concerning consideration of axial force for German as well as French Annex
    • Adjustments in nonlinear design concerning consideration of initial strains from other load cases
    • Adjustments concerning link reinforcement for a design according to DIN 1045-1-1 (1988)
  • Update Report No. 02329

    CONCRETE 8-07-13 | 2017-01-19
    • Adjustments of factor a5 to 2/3 when anchorage lengths and direct support are determined.
    • Adjustments in analytical calculation concerning consideration of creep and shrinkage
    • Adjustments in calculation concerning consideraton of tapered members
    • Release of fire resistance design for National Annex of Denmark
    • Optimizations for serviceability limit state design relating to member orientation
    • Adjustments in calculation of critical cracking moment concerning consideration of axial force for German as well as French Annex
    • Adjustments in nonlinear design concerning consideration of initial strains from other load cases
    • Adjustments concerning link reinforcement for a design according to DIN 1045-1-1 (1988)

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