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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.

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  • Update Report No. 02786

    RFEM 5-14-02 | 2018-04-23
    • Adjustments in report graphics concerning output of max/min info and design ratio
    • Adjustments in report graphics concerning internal forces and moments
  • Update Report No. 02785

    RSTAB 8-14-02 | 2018-04-23
    • Adjustments in report graphics concerning output of max/min info and design ratio
    • Adjustments in report graphics concerning internal forces and moments
  • Update Report No. 02784

    RF-CONCRETE 5-14-02 | 2018-04-23
    • Adjustments concerning internal data management - it could happen that input data of RF-CONCRETE Surfaces design was deleted
  • Update Report No. 02783

    RF-STABILITY 5-14-02 | 2018-04-23
    • Adjustments in internal data management - it could happen that available results were not displayed anymore
  • Update Report No. 02782

    RS-COM 8-14-02 | 2018-04-23
    • Adjustments concerning user-defined coordinate systems which were defined by values instead of nodes
  • Update Report No. 02781

    RF-COM 5-14-02 | 2018-04-23
    • Adjustments concerning user-defined coordinate systems which were defined by values instead of nodes
  • Update Report No. 02780

    CRANEWAY 8-14-02 | 2018-04-23
    • Adjustments concerning a missing DLL file (CrossSectionF64.dll) and an associated error message in the program
  • Update Report No. 02779

    RFEM 5-14-01 | 2018-04-10
    • Release of the adaptive mesh refinement
    • Implementation of a check box for the number of load increments in the global calculation parameters - a deactivation will result in an automatic setting of the number of load increments
    • New LVL timber materials according to DIN Z-9.1-847:2016-02 (manufacturer KERTO)
    • Adaptations when converting members in surfaces concerning the generation of end plates
    • Adaptations concerning the torsional moment of inertia of parametric timber cross-sections
    • Adaptations concerning the export of result tables - the option for results of special LC/CO/RC is only available for certain tables
    • Adaptations concerning the automatic load combinatorics according to DIN 1055-100 + DIN 18008 (Glass) - the material stiffness factors are now no more considered in load combinations by default
    • Adpatations in the printout report concerning the display of extreme values of member contact forces
    • Adaptations concerning the update for tables when importing data via Excel
    • Adaptations concerning printing graphics to the clipboard - the option for the title box has been deactivated
    • Adaptations in the panel concerning the color rendering of surface thicknesses in combination with visibilities
    • Adaptations concerning the display of reaction forces in tables of Surfaces - Contact Stresses
    • Adaptation of the behavior when importing and exporting spring values for the member type Dashpot
    • Adaptations in the program concerning the combination of "Dashpot..." member and FE mesh refinement
    • Adaptations concerning the display of extreme values in the result diagrams
    • Adaptations concerning the labeling of axis systems in the printout report
    • Adaptations in the partial safety factors for the automatic load combination according to EN 1990 + EN 1991-3 for cranes for CEN as well as DIN
    • Adaptations concerning the display of the correct header information of solid results
    • Adaptations in the printout report concerning the documentation of combination expressions if they are not the same for all design situations
    • Adaptations concerning the transparency settings of values and other labeling in the graphics of the printout report
    • Adaptations concerning the import of SHAPE-THIN cross-sections stored in the network
    • Adaptations in renumbering load cases
    • Adaptations in the load combinatorics concerning the functions "Examine results" as well as "Reduce number of load cases"
    • Adaptations in the calculation according to the second-order analysis concerning the consideration of the member load "Axial Strain" at rigid members
    • Adaptations concerning the consideration of load case-specific deactivations of surface supports
    • Adaptations in the material properties of lightweight concrete according to EN and DIN EN
    • Adaptations concerning the graphical display of member contact forces (member elastic foundation)
    • Extension of Table 4.21 - Surfaces - Contact Stresses in the protocol with the reaction forces Rx and Ry
  • Update Report No. 02778

    RSTAB 8-14-01 | 2018-04-10
    • Implementation of a new member type "Dashpot"
    • New LVL timber materials according to DIN Z-9.1-847:2016-02 (manufacturer KERTO)
    • Adaptations concerning the torsional moment of inertia of parametric timber cross-sections
    • Adaptations concerning the export of result tables - the option for results of special LC/CO/RC is only available for certain tables
    • Adaptations concerning the update for tables when importing data via Excel
    • Adaptations concerning printing graphics to the clipboard - the option for the title box has been deactivated
    • Adaptations concerning the labeling of axis systems in the printout report
    • Adaptations in the partial safety factors for the automatic load combination according to EN 1990 + EN 1991-3 for cranes for CEN as well as DIN
    • Adaptations in the printout report concerning the documentation of combination expressions if they are not the same for all design situations
    • Adaptations concerning the transparency settings of values and other labeling in the graphics of the printout report
    • Adaptations concerning the import of SHAPE-THIN cross-sections stored in the network
    • Adaptations in renumbering load cases
    • Adaptations in the load combinatorics concerning the functions "Examine results" as well as "Reduce number of load cases"
    • Adaptations in the material properties of lightweight concrete according to EN and DIN EN
    • Optimizations concerning the "Signed Result" option in result combinations with square addition
  • Update Report No. 02777

    RF-FORM-FINDING 5-14-01 | 2018-04-10
    • Optimizations in the function Move/Copy concerning the import of form-finding-specific entries of cables
    • Free definition of the projection plane for the projection method by using the straight line of the rotatory surface axis system definition
    • Removal of the text box for the distance r in the "Projection" calculation method
  • Update Report No. 02776

    RF-LAMINATE 5-14-01 | 2018-04-10
    • Update of the layers from the company KLH for 2017
    • Optimizations concerning the reduction of the shear stiffnesses for e.g. cross-laminated timber walls - all eccentric effects of the stiffness are always reduced now
  • Update Report No. 02775

    RF-CUTTING-PATTERN 5-14-01 | 2018-04-10
    • Consideration of cuts in the flattening process
  • Update Report No. 02774

    RF-DYNAM Pro - Equivalent Loads 5-14-01 | 2018-04-10
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Adaptation for the quadratic combination of Surfaces - Basic Stresses
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02773

    DYNAM Pro - Equivalent Loads 8-14-01 | 2018-04-10
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Optimizations concerning the "Signed Result" option in result combinations with square addition
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02772

    RF-DYNAM Pro - Forced Vibrations 5-14-01 | 2018-04-10
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Adaptation for the quadratic combination of Surfaces - Basic Stresses
    • Adaptation of data which is sent to the solver window to speed up the calculation in case of the linear implicit Newmark solver
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02771

    DYNAM Pro - Forced Vibrations 8-14-01 | 2018-04-10
    • Update of the response spectrum EN 1998-1 NF: 2014
    • Implementation of the response spectrum according to NBC 2015 (Canada)
    • Adaptions for the response spectrum according to EN 1998-1 UNI / NTC 2008 concerning the value Sa(T=0)
    • Optimizations concerning the response spectrum according to NSR-10 (Colombia)
    • Optimizations in the response spectrum according to SBC301: 2007
    • Optimizations concerning the response spectrum according to IBC2000
  • Update Report No. 02770

    RF-LIMITS 5-14-01 | 2018-04-10
    • Implementation of the American standard ANSI/AWC - NDS 2015
  • Update Report No. 02769

    LIMITS 8-14-01 | 2018-04-10
    • Implementation of the American standard ANSI/AWC - NDS 2015
  • Update Report No. 02768

    RF-STEEL EC3 5-14-01 | 2018-04-10
    • Adaptations concerning the design of user-defined cross-sections - they are classified as "Incorrect"
    • Adaptations in the parameters of the National Annex of Great Britain concerning the factor Eta
    • Adaptations in the stress determination if SHAPE-THIN is used for the classification
    • Adaptations concerning the consideration of the axial force limit value with regard to the stability analysis to be performed
    • Adaptations concerning the classification of box sections for global Z-axis oriented upwards as well as for local Z-axis oriented upwards (settings in General Data)
  • Update Report No. 02767

    RF-CONCRETE 5-14-01 | 2018-04-10
    • Fading out of the tab "Details" in General Data of the surface design according to ACI
    • Optimizations in the calculation of crack width wk in RF-CONCRETE Members with the nonlinear analysis

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