Отчет об обновлениях

Поиск отчета об обновлениях

Договор технической поддержки

Договоры техподдержки

С договором техподдержки Вы можете актуализировать программы Dlubal самыми последними данными. Таким образом, мы предоставляем регулярные обновления, а также особый режим поддержки в случае обслуживания по горячей линии через электронную почту и телефакс.

Договор техподдержки Pro обеспечивает дополнительную поддержку по телефону, а также в случае необходимости онлайн-поддержку с помощью интернет-видеоконференции.

  • Update Report No. 03138

    RWIND Simulation 1-22-0060 | 27.02.2020
    • Implementation of the turbulence model k-omega
    • Implementation of a new option in the settings tab that allows you to only export the active objects
    • Implementation of gust reaction factor and wind direction factor according to ASCE/SEI 7-16
    • Optimizations concerning the automatic assignment of the action category of load cases
    • Extension of the toolbars for RWIND-specific functions
    • Resolved an issue that did not allow the calculation of files with umlauts in their names
    • Optimizations regarding the modification of the streamline area
    • Elimination of various crashes that could occur when using RFEM with RWIND
    • Optimizations concerning the use of RWIND Simulation in Russian language environment
    • Adaptations concerning the display of surface pressure - change from kinematic to static pressure
  • Update Report No. 03137

    RFEM 5-22-01 | 27.02.2020
    • Adaptations in the dialog box of global calculation parameters - moved the option for automatic determination of load increments to the nonlinearities section
    • Implementation of the material model Orthotropic Masonry 2D
    • Expansion of the material library with steels of the company Jakob AG
    • Extension of the view options with a flying camera mode
    • Extension of the Export dialog with direct export to RWIND Simulation
    • Release of SHAPE-THIN 9
    • Upgrade to dongle driver 7.103
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2020
      Revit 2016 - 2020
      Tekla Structures 20.1 - 2019i
    • Optimizations regarding the internal definition of triangular finite elements
    • Optimizations in the solver regarding the consideration of several supports in one node
    • Adaptations in the isotropic nonlinear elastic 1D material model regarding the strains
    • Optimizations regarding the use of the default printer "Microsoft Print to PDF"
    • Adaptations concerning proportional font scaling when printing graphics in other page formats
    • Adaptations concerning the graphical selection - it could happen that circular, rhomboid or elliptical windows were drawn
    • Optimizations in the FE mesh generator regarding the meshing of solids while taking line mesh refinements into account
    • Increase of the number of grid points per input to a maximum of 500
    • Adaptations concerning the consideration of member divisions in the result tables
    • Adaptations in the load generator for loads from coating regarding the determination of the mean area
    • Optimizations in the printout report regarding the default paper sizes - A4 was set as minimum size
    • Adaptations when deleting empty rows in the member hinges table - this now leads to deletion of the FE mesh
    • Adaptations concerning the display of the Max/Min information of line hinges and line releases in graphics
    • Adaptations in the printout report in Table 2.1.2.6 regarding the display of the member number associated with the hinges
    • Adaptations concerning the detailed settings of the load case action category "Uneven settlements" according to EN 1990 + EN 1991-2 (DIN)
    • Adaptations in the solver regarding the consideration of the shear strengths of surface supports
    • Adaptations in the Tekla interface regarding the influence of the update options on the "Overwrite existing model" export type
    • Re-implementation of cold-formed double channels (KC, KU, KG, KW) in the cross-section library
    • Optimization of performance when determining 1D member internal forces in RWIND-specific load cases
    • Adaptations concerning the sum of line support forces when using nodal FE mesh refinements
    • Adaptations in the printout report regarding the output of extreme values of member internal forces for load cases and combinations
    • Adaptations concerning the consideration of hidden elements for creating visibilities
    • Adaptations in the printout report regarding the display of the sum of nodal support forces
    • Adaptations concerning the sign of the bending moment when using incrementally increasing loading
    • Adaptations concerning the graphical display of result values on sections
    • Adaptations in the FE mesh generator regarding the consideration of line releases
    • Optimizations in the Grasshopper interface regarding the repeated export to RFEM - this could cause the interface to freeze
    • Adaptations in the graphical display of the load distribution regarding the Max/Min specification - this now refers to the visible elements
    • Optimizations in the Rhino interface regarding the support of additional geometry types for the direct export to RFEM
    • Adaptations in the Grasshopper interface to avoid freezing of the program - the input of the "RFEM 5 COM" component is given the "Flatten" option by default
    • Implementation of a new option in the program options regarding the storage behaviour of graphics in the printout report
    • Optimizations in the Grasshopper interface concerning the export of "Line-Like Curves"
    • Optimizations in the Grasshopper interface regarding the member and surface components - the logic for combining the incoming information has been adapted
    • Adaptations in the solver concerning global member hinges in eccentric members
    • Adaptations in the solver concerning the consideration of line hinges on lines that are not simultaneously boundary lines of surfaces
    • Optimizations in the Rhino interface concerning the consideration and automatic scaling of units
    • Optimizations concerning the Grasshopper interface - the export component has been enhanced with options for setting the tolerance and the used length unit
    • Adaptations in the internal data management of graphics in the printout report - they may not have been displayed in some cases
    • Optimizations in the Rhino/GH interface regarding the export of overlapping lines and curves
    • Implementation of additional components in the Grasshopper interface - member hinges and supports can now be controlled
  • Update Report No. 03136

    RSTAB 8-22-01 | 27.02.2020
    • Expansion of the material library with steels of the company Jakob AG
    • Extension of the view options with a flying camera mode
    • Release of SHAPE-THIN 9
    • Upgrade to dongle driver 7.103
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2020
      Revit 2016 - 2020
      Tekla Structures 20.1 - 2019i
    • Optimizations regarding the use of the default printer "Microsoft Print to PDF"
    • Adaptations concerning proportional font scaling when printing graphics in other page formats
    • Adaptations concerning the graphical selection - it could happen that circular, rhomboid or elliptical windows were drawn
    • Increase of the number of grid points per input to a maximum of 500
    • Adaptations in the load generator for loads from coating regarding the determination of the mean area
    • Optimizations in the printout report regarding the default paper sizes - A4 was set as minimum size
    • Adaptations in the printout report in Table 2.1.2.6 regarding the display of the member number associated with the hinges
    • Adaptations concerning the detailed settings of the load case action category "Uneven settlements" according to EN 1990 + EN 1991-2 (DIN)
    • Adaptations in the Tekla interface regarding the influence of the update options on the "Overwrite existing model" export type
    • Re-implementation of cold-formed double channels (KC, KU, KG, KW) in the cross-section library
    • Adaptations in the printout report regarding the output of extreme values of member internal forces for load cases and combinations
    • Adaptations concerning the consideration of hidden elements for creating visibilities
    • Implementation of a new option in the program options regarding the storage behaviour of graphics in the printout report
    • Adaptations in the internal data management of graphics in the printout report - they may not have been displayed in some cases
  • Update Report No. 03135

    SHAPE-THIN 8-22-01 | 27.02.2020
    • Adaptations in the graphical display of point elements
    • Adaptations concerning the length specification in linear dimensions
    • Adaptations concerning the visibility of elements after dividing via intermediate nodes
    • Implementation of a new option in the program options regarding the storage behaviour of graphics in the printout report
  • Update Report No. 03134

    RF-COM 5-22-01 | 27.02.2020
    • Extension of the COM interface regarding the control of the sections (e.g. Section Through Surface)
    • Extension of the COM interface regarding the controllability of parameters
    • Adaptations concerning the definition of imperfections
  • Update Report No. 03133

    RS-COM 8-22-01 | 27.02.2020
    • Extension of the COM interface regarding the control of the sections (e.g. Section Through Surface)
    • Extension of the COM interface regarding the controllability of parameters
    • Adaptations concerning the definition of imperfections
  • Update Report No. 03132

    TIMBER CSA 8-22-01 | 27.02.2020
    • Implementation of the design according CSA O86-19
  • Update Report No. 03131

    RF-TIMBER CSA 5-22-01 | 27.02.2020
    • Implementation of the design according CSA O86-19
  • Update Report No. 03130

    RX‑TIMBER Glued‑Laminated Beam 2-22-01 | 27.02.2020
    • Deactivation of hardware acceleration by default
  • Update Report No. 03129

    STEEL CSA 8-22-01 | 27.02.2020
    • Implementation of the design according to S16-19
    • Adaptations in the cross-section classification of pipe sections
  • Update Report No. 03128

    RF-STEEL CSA 5-22-01 | 27.02.2020
    • Implementation of the design according to S16-19
    • Adaptations in the cross-section classification of pipe sections
  • Update Report No. 03127

    RF-STEEL SP 5-22-01 | 27.02.2020
    • Update of the design according to SP 16.13330.2017
    • Adaptations concerning the determination of the coefficient Psi in the lateral-torsional buckling design according to 8.4.1
  • Update Report No. 03126

    STEEL SP 8-22-01 | 27.02.2020
    • Update of the design according to SP 16.13330.2017
    • Adaptations concerning the determination of the coefficient Psi in the lateral-torsional buckling design according to 8.4.1
  • Update Report No. 03125

    RF-CONCRETE 5-22-01 | 27.02.2020
    • Implementation of the design according CSA A23.3-19
    • Adaptations concerning the design situations to be considered for the crack width analysis
    • Adaptations concerning the documentation of the concrete cover of surfaces in the printout report
    • Adaptations concerning the determination of the strength reduction factor according to ACI 318-14
    • Optimization when determining the shear force resistance of shear reinforcement
    • Adaptations concerning the bending strength fr when using lightweight concrete (according to ACI 318-14)
    • Adaptations concerning the export of results into the Nemetschek format *.asf
    • Adaptations concerning the analytically calculated deformation of members according to ACI 318-14
  • Update Report No. 03124

    CONCRETE 8-22-01 | 27.02.2020
    • Implementation of the design according CSA A23.3-19
    • Adaptations concerning the design situations to be considered for the crack width analysis
    • Adaptations concerning the determination of the strength reduction factor according to ACI 318-14
    • Optimization when determining the shear force resistance of shear reinforcement
    • Adaptations concerning the bending strength fr when using lightweight concrete (according to ACI 318-14)
    • Adaptations concerning the analytically calculated deformation of members according to ACI 318-14
  • Update Report No. 03123

    RF-JOINTS Steel - DSTV 5-22-01 | 27.02.2020
    • Implementation of the IM connections from Supplementary Volume 2018
    • Adaptations concerning the stored load-bearing capacities of some IH connections of bolt strength class 8.8
    • Adaptations in the internal geometry control concerning the materials of the members involved in connections
    • Adaptations concerning the export of the connection stiffness of beam-to-beam connections into the main program
  • Update Report No. 03122

    JOINTS Steel - DSTV 8-22-01 | 27.02.2020
    • Implementation of the IM connections from Supplementary Volume 2018
    • Adaptations concerning the stored load-bearing capacities of some IH connections of bolt strength class 8.8
    • Adaptations in the internal geometry control concerning the materials of the members involved in connections
    • Adaptations concerning the export of the connection stiffness of beam-to-beam connections into the main program
  • Update Report No. 03121

    RF-DYNAM Pro - Forced Vibrations 5-22-01 | 27.02.2020
    • Implementation of nodes - pseudo-velocities and accelerations in the result tables
    • Adaptations concerning the consideration of user-defined response spectra that were defined in the opposite direction
  • Update Report No. 03120

    DYNAM Pro - Forced Vibrations 8-22-01 | 27.02.2020
    • Implementation of nodes - pseudo-velocities and accelerations in the result tables
    • Adaptations concerning the consideration of user-defined response spectra that were defined in the opposite direction
    • Adaptations concerning the output of accelerations in linear modal analysis
  • Update Report No. 03119

    RF-STEEL EC3 5-22-01 | 27.02.2020
    • Implementation of the module RF-STEEL Cold-Formed - design for cold-formed cross-sections according to EN 1993-1-3
    • Adaptations in the stability analyses for built-up angle sections
    • Adaptations concerning the weld design for cross-sections of type IV (reinforced I-section)
    • Adaptations in fire resistance design concerning the cross-section design according to 4.2.3.3 for hollow sections
    • Adaptations concerning the consideration of limit values for stability analysis in fire resistance designs
    • Adaptations concerning the consideration of support rotations when calculating with warping torsion
    • Adaptations concerning the transfer of the maximum displacement for the determination of equivalent moment coefficients according to EN 1993-1-1 Tab A.2

1 - 20 из 1488