Informes de actualización

Buscar en informes de actualización

Show Filter Hide Filter


Contrato de servicio

service-contracts

Mantenga sus programas de Dlubal software con un contrato de servicio. Reciba actualizaciones regulares de los programas así como también beneficios para nuevas versiones futuras.

Con un Contrato de servicio Pro recibe además soporte telefónico y, en caso requerido, soporte en línea en su equipo usando video conferencia.

  • Update Report No. 03189

    RFEM 5-23-02 | 07/08/2020
    • Adaptations in rendering regarding the member rotation when graphically displaying stresses on cross-sections
    • Partial performance optimizations regarding the opening of the printout report
    • Adaptations concerning the graphical representation of values on surfaces analogous to the user-defined settings in the Results navigator
    • Resolved a Visual Fortran error that could occur when calculating structures that contained a high number of load cases and where RF-FORM-FINDING was active at the same time
    • Adaptations concerning the display of strains in the Results navigator - they were not displayed for some license constellations
    • Adaptations inside the RFEM related input dialogue of RWIND Simulation concerning the accessibility of wind profile parameters for the NBC 2015 standard
  • Update Report No. 03188

    RF-FORM-FINDING 5-23-02 | 07/08/2020
    • Resolved a Visual Fortran error that could occur when calculating structures that contained a high number of load cases and where RF-FORM-FINDING was active at the same time
  • Update Report No. 03188

    RFEM 5-23-02 | 07/08/2020
    • Adaptations in rendering regarding the member rotation when graphically displaying stresses on cross-sections
    • Partial performance optimizations regarding the opening of the printout report
    • Adaptations concerning the graphical representation of values on surfaces analogous to the user-defined settings in the Results navigator
    • Resolved a Visual Fortran error that could occur when calculating structures that contained a high number of load cases and where RF-FORM-FINDING was active at the same time
    • Adaptations concerning the display of strains in the Results navigator - they were not displayed for some license constellations
  • Update Report No. 03187

    RF-MAT NL 5-23-02 | 07/08/2020
    • Adaptations concerning the display of strains in the Results navigator - they were not displayed for some license constellations
  • Update Report No. 03179

    STEEL EC3 8-23-02 | 07/08/2020
    • Fixed a crash that could occur during the design of result combinations
  • Update Report No. 03178

    RX‑TIMBER Glued‑Laminated Beam 2-23-01 | 08/07/2020
    • In the verification of stiffeners against transversal tension and extraordinary design the safety factors were adapted.
  • Update Report No. 03177

    RX-TIMBER Frame 2-23-01 | 08/07/2020
    • Some loads were considered twice.
    • The effective length in the torsional verification was adapted.
    • In the verification of fire resistance the reduced height is considered.
    • The strength fc,o,k is not reduced any more when the relative slenderness of the glued joint is calculated.
    • The limitation of the height in the ridge h≤ h1 (Height in the edge) was reduced. Now nearly constant sections are possible.
  • Update Report No. 03176

    SHAPE-THIN 9 9-02-01 | 08/07/2020
    • Optimizations for the calculation of cold-formed sections - an installation of RFEM 5 is no longer required for the internal analysis
    • Adaptations in the dialog box of global calculation parameters regarding the internal division of curved elements
    • Adaptations concerning the display of the maximum utilization ratio in the info text of the graphical window
    • Adaptations in the design of cold-formed sections regarding the calculation of the effective widths of c/t parts that run across several elements
    • Optimizations regarding the detection of buckling stiffeners of sigma sections for the calculation according to EN 1993-1-3
    • Adaptations in the printout report regarding the documentation of the axes the internal forces refer to
    • Optimization of dimensioning with regard to the snap of shear center and centroid
  • Update Report No. 03175

    RWIND Simulation 1-23-0460 | 08/07/2020
    • Implementation of the NBC 2015 standard for the selection of wind profiles
    • Implementation of an option in RFEM/RSTAB for exporting visual objects to RWIND
    • Implementation of an option in RFEM/RSTAB for exporting CAD/BIM models to RWIND
    • Implementation of an option in the dialog boxes of RWIND Simulation for a custom definition of turbulence intensity via elevation
    • Optimizations regarding the consideration of models that were calculated with RF-FORM-FINDING
    • Adaptations in the RWIND-specific RFEM dialog boxes regarding the input of the density - it can now be found in the "Wind Load" tab
  • Update Report No. 03175

    RFEM 5-23-01 | 08/07/2020
    • Implementation of the new snow load zone 3a for Germany
    • Expansion of the cross-section library with cross sections of the company MEFA
    • Implementation of additional methods for aligning the local surface axes
    • Expansion of the cross-section library with sections of the Vietnamese standard TCVN-7571-15-2017
    • Optimizations in the printout report regarding page numbering - attachments not inserted in the report can be taken into account in the numbering by inserting fictitious pages
    • Expansion of the selection of data to be backed up - a 3D glTF model can now be created and saved as well. Additionally, an option for the export into the *.glb or *.glTF format has been released.
    • Expansion of the material database with EVALAM VISUAL UV+ and AB-AR foils
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2021
      Revit 2016 - 2021
      Tekla Structures 20.1 - 2020
    • Optimizations in the Results navigator as well as the result tables regarding the strains of members and surfaces
    • Optimization of performance regarding the import of cross-sections from SHAPE-THIN
    • Adaptations concerning the display of surface temperature loads
    • Adaptations concerning the determination of the model mass in the plausibility check
    • Adaptations concerning the graphical display of values on surfaces - specifically regarding the extreme values of local peak values
    • Adaptations concerning the graphical display of surface loads with linear load distribution
    • Adaptations concerning the determination of the self-weight of hybrid timber cross-sections
    • Adaptations concerning the display of stresses in surfaces when using nonlinear material models in conjunction with non-converged calculations
    • Adaptations in the Revit interface regarding the cross-section rotation of imported columns
    • Adaptations concerning the editing of composite sections - the program could freeze under certain circumstances
    • Adaptations in the cross-sectional values of built-up double-U sections
    • Adaptations in the printout report regarding the documentation of generated loads
    • Adaptations in the model check relating to nodal constraints
    • Implementation of "Criteria" as a selection option for result-specific mass printing
    • Adaptations concerning the calculation of line hinge resultants
    • Adaptations in the printout report regarding the vertical spacing between the tables
    • Adaptations in the DSTV export regarding the export of results
    • Adaptations in the Picard solver regarding the consideration of elastic member foundations
    • Optimizations in the Revit interface regarding the import and export of member eccentricities
    • Optimizations concerning the graphical display of the "free variable load" with variable load distribution
    • Adaptations in the result tables of the printout report regarding the possibility to display them only for specific load cases or combinations
    • Adaptations concerning the display of the global axis system in the graphics of the printout report
    • Expansion of the wind load generator for the national annex of Germany with the terrain category "Baltic Sea Coast" for wind zone 1
    • Adaptations in the printout report regarding the maximum amount of data that can be documented per field (e.g. correction factors for loaded members)
    • Adaptations in load combinatorics regarding the automatic generation of actions for the load cases generated by RWIND Simulation
    • Adaptations in the internal data management regarding the storage of results when calculating RWIND Simulation in the background
    • Adaptations in the Rhino interface regarding the internal use of the COM interface
    • Adaptations in the solver regarding the consideration of imposed line deformations when simultaneously defining rotation and translation
    • Optimization of the camera fly mode - the W,A,S, and D keys can now be used to rotate the camera. The corresponding speed can be modified using SHIFT +/-
    • Adaptations concerning the consideration of line hinges at surface edges if several surfaces are connected
    • Adaptations in internal data processing regarding the transfer of results from the solver to the result diagrams of sections in the dialog box
  • Update Report No. 03174

    RSTAB 8-23-01 | 08/07/2020
    • Implementation of the new snow load zone 3a for Germany
    • Expansion of the cross-section library with cross sections of the company MEFA
    • Expansion of the cross-section library with sections of the Vietnamese standard TCVN-7571-15-2017
    • Optimizations in the printout report regarding page numbering - attachments not inserted in the report can be taken into account in the numbering by inserting fictitious pages
    • Expansion of the selection of data to be backed up - a 3D glTF model can now be created and saved as well. Additionally, an option for the export into the *.glb or *.glTF format has been released.
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2021
      Revit 2016 - 2021
      Tekla Structures 20.1 - 2020
    • Optimization of performance regarding the import of cross-sections from SHAPE-THIN
    • Adaptations concerning the determination of the self-weight of hybrid timber cross-sections
    • Adaptations in the Revit interface regarding the cross-section rotation of imported columns
    • Adaptations concerning the editing of composite sections - the program could freeze under certain circumstances
    • Adaptations in the cross-sectional values of built-up double-U sections
    • Adaptations in the printout report regarding the documentation of generated loads
    • Optimizations concerning the detection of double members
    • Adaptations in the printout report regarding the vertical spacing between the tables
    • Adaptations in the DSTV export regarding the export of results
    • Optimizations in the Revit interface regarding the import and export of member eccentricities
    • Adaptations in the result tables of the printout report regarding the possibility to display them only for specific load cases or combinations
    • Adaptations concerning the display of the global axis system in the graphics of the printout report
    • Expansion of the wind load generator for the national annex of Germany with the terrain category "Baltic Sea Coast" for wind zone 1
    • Adaptations in the printout report regarding the maximum amount of data that can be documented per field (e.g. correction factors for loaded members)
    • Adaptations in load combinatorics regarding the automatic generation of actions for the load cases generated by RWIND Simulation
    • Optimization of the camera fly mode - the W,A,S, and D keys can now be used to rotate the camera. The corresponding speed can be modified using SHIFT +/-
  • Update Report No. 03173

    RF-LAMINATE 5-23-01 | 08/07/2020
    • Automatic activation of the option "Cross laminated timber without glue at narrow sides" for the manufacturers Binderholz, KLH, Martinsons, Stora Enso, Züblin Timber, Structurlam (CAN), and Nordic Structures
    • Expansion of the database with layers of the company EGOIN
    • Update of the layers of the company KLH
    • Update of the layers of the company SMARTLAM - they now have reduced stiffnesses in the secondary support plane
    • Expansion of the database with layers of the manufacturer PIVETEAUBOIS
    • Implementation of the Canadian standard CSA O86-19
    • Optimizations concerning the storage of large amounts of data
    • Implementation of an option to deactivate the result values in grid points
  • Update Report No. 03172

    RF-STEEL EC3 5-23-01 | 08/07/2020
    • Optimizations for the calculation of cold-formed sections - an installation of RFEM 5 is no longer required for the internal analysis
    • Optimizations concerning the documentation of intermediate lateral restraints in the printout report - specifically for user-defined supports
    • Implementation of the determination of increased yield strength according to EN 1993-1-3
    • Optimizations in the graphical display of mode shapes for stability analyses
    • Adaptations concerning the design of UL(B) sections according to EN 1993-1-3 (cold-formed sections)
    • Adaptations concerning the application of moments for determining the equivalent moment factor according to EN 1993-1-1 Tab B.3 
    • Adaptations in the design of sets of members regarding the effect of the coefficients kz and kw on the effective member lengths in stability analyses
    • Adaptations concerning the graphical display of internal forces, equivalent stress, and mode shape for the calculation of cold-formed sections
    • Adaptations in the printout report regarding the documentation of input data for the design of cold-formed sections
    • Adaptations concerning the internal check of allowable cross-sections for the design according to 6.3.1 - 6.3.3
    • Adaptations concerning the buckling curve used for the lateral-torsional buckling design of components subjected to bending according to EN 1993-1-3
    • Adaptations concerning the relevant buckling curve for the torsional-flexural buckling design of cold-formed sections according to EN 1993-1-3 6.2.3
    • Adaptations in the stability designs of cold-formed sections regarding the consideration of torsional moments
    • Adaptations concerning the graphic of the effective cross-section
    • Adaptations in the stability designs of members regarding the determination of the slenderness Lamda_LT for the design of result combinations with load case superposition
    • Adaptations in the eigenvalue solver regarding the design of result combinations in which the "Use equivalent linear combination" function has been activated
    • Adaptions in the design according EN 1993-1-3 concerning the calculation of multiple set of members in one case
  • Update Report No. 03171

    STEEL EC3 8-23-01 | 08/07/2020
    • Optimizations for the calculation of cold-formed sections - an installation of RFEM 5 is no longer required for the internal analysis
    • Optimizations concerning the documentation of intermediate lateral restraints in the printout report - specifically for user-defined supports
    • Implementation of the determination of increased yield strength according to EN 1993-1-3
    • Optimizations in the graphical display of mode shapes for stability analyses
    • Adaptations concerning the design of UL(B) sections according to EN 1993-1-3 (cold-formed sections)
    • Adaptations concerning the application of moments for determining the equivalent moment factor according to EN 1993-1-1 Tab B.3 
    • Adaptations in the design of sets of members regarding the effect of the coefficients kz and kw on the effective member lengths in stability analyses
    • Adaptations concerning the graphical display of internal forces, equivalent stress, and mode shape for the calculation of cold-formed sections
    • Adaptations in the printout report regarding the documentation of input data for the design of cold-formed sections
    • Adaptations concerning the internal check of allowable cross-sections for the design according to 6.3.1 - 6.3.3
    • Adaptations concerning the buckling curve used for the lateral-torsional buckling design of components subjected to bending according to EN 1993-1-3
    • Adaptations concerning the relevant buckling curve for the torsional-flexural buckling design of cold-formed sections according to EN 1993-1-3 6.2.3
    • Adaptations in the stability designs of cold-formed sections regarding the consideration of torsional moments
    • Adaptations concerning the graphic of the effective cross-section
    • Adaptations in the stability designs of members regarding the determination of the slenderness Lamda_LT for the design of result combinations with load case superposition
    • Adaptations in the eigenvalue solver regarding the design of result combinations in which the "Use equivalent linear combination" function has been activated
    • Adaptions in the design according EN 1993-1-3 concerning the calculation of multiple set of members in one case
  • Update Report No. 03170

    RF-LOAD-HISTORY 5-23-01 | 08/07/2020
    • Update of the dialog box of calculation parameters
    • Adaptations in the internal data management regarding the storing of results
  • Update Report No. 03169

    RF-STAGES 5-23-01 | 08/07/2020
    • Update of the dialog box of calculation parameters
  • Update Report No. 03168

    CONCRETE 8-23-01 | 08/07/2020
    • Implementation of the design according to ACI 318-19
    • Adaptations in the reinforcement concept of circular cross-sections regarding the consideration of the minimum reinforcement
    • Adaptations in the intermediate results of the minimum reinforcement of circular cross-sections
    • Implementation of additional rebar diameters for the design according to ACI 318
    • Adaptations concerning the determination of the minimum reinforcement according to Canadian standards
    • Adaptations concerning the consideration of the provided basic reinforcement when arranging the reinforcement "In Corners"
    • Adaptations concerning the determination of the anchorage length of longitudinal reinforcements
  • Update Report No. 03167

    RF-CONCRETE 5-23-01 | 08/07/2020
    • Implementation of the design according to ACI 318-19
    • Adaptations concerning the deformation uz,local when calculating with RF-CONCRETE Deflect
    • Adaptations concerning the graphical display of design internal forces of the third reinforcement direction
    • Adaptations in the reinforcement concept of circular cross-sections regarding the consideration of the minimum reinforcement
    • Adaptations in the intermediate results of the minimum reinforcement of circular cross-sections
    • Implementation of additional rebar diameters for the design according to ACI 318
    • Adaptations concerning the determination of the minimum reinforcement according to Canadian standards
    • Adaptations concerning the consideration of the provided basic reinforcement when arranging the reinforcement "In Corners"
    • Adaptations concerning the determination of the anchorage length of longitudinal reinforcements
  • Update Report No. 03166

    RF-CONCRETE Columns 5-23-01 | 08/07/2020
    • Implementation of the design according to ACI 318-19
    • Adaptations concerning the minimum rebar diameter of stirrups depending on the longitudinal reinforcement
    • Implementation of additional rebar diameters for the design according to ACI 318
  • Update Report No. 03165

    CONCRETE Columns 8-23-01 | 08/07/2020
    • Implementation of the design according to ACI 318-19
    • Adaptations concerning the minimum rebar diameter of stirrups depending on the longitudinal reinforcement
    • Implementation of additional rebar diameters for the design according to ACI 318

1 - 20 de 1533