Update Report

Cerca relazione dell'update

Show Filter Hide Filter


Contratto di servizio

service-contracts

Con un contratto di servizio, è possibile mantenere sempre aggiornati i programmi Dlubal Software. Così, riceverai regolarmente gli aggiornamenti ed un trattamento preferenziale nel caso di assistenza tecnica via e-mail e fax.

Il Contratto di Servizio Pro fornisce un ulteriore assistenza telefonica e, se necessario, il supporto on-line con videoconferenza.

  • 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
  • Update Report No. 03164

    RF-JOINTS Steel - Rigid 5-23-01 | 08/07/2020
    • Extensive optimizations concerning the design of four-row joints
    • Adaptations concerning the determination of the moment resistance of tapered beam-column connections - under certain circumstances this resulted in a value of 0 which resulted in the check not being OK
    • Adaptions concerning the force distribution inside the connections
    • Adaptions concerning the calculation of effective lengths when using the option "Extra bolts"
    • Adaptations in weld designs concerning the loaded weld area
  • Update Report No. 03162

    RF-DYNAM Pro - Nonlinear Time History 5-23-01 | 08/07/2020
    • Optimizations concerning the program behavior during calculations where no convergence occurs - the results that were already calculated can now be displayed
    • Adaptations in the solver regarding the consideration of "initial conditions"
  • Update Report No. 03161

    SHAPE-THIN 9 8-23-01 | 08/07/2020
    • Optimization of dimensioning with regard to the snap of shear center and centroid
    • Adaptations in the printout report regarding the documentation of the axes the internal forces refer to
  • Update Report No. 03160

    RF-COM 5-23-01 | 08/07/2020
    • Adaptations concerning the output of stresses for surfaces of the stiffness type "Without membrane tension"
    • Adaptations concerning the reading of results from RF-STABILITY
    • Adaptations concerning the readout of the cross-section number associated with the member internal forces
    • Adaptations concerning the generation of quadratic result combinations
    • Adaptations concerning the generation of 1st order load combinations based on the Picard solver
    • Adaptations in internal checks regarding the definition of temperature loads
    • Adaptations concerning the reading of nodal support forces of result combinations
  • Update Report No. 03159

    RS-COM 8-23-01 | 08/07/2020
    • Adaptations concerning the generation of quadratic result combinations
    • Adaptations in internal checks regarding the definition of temperature loads
    • Adaptations concerning the reading of nodal support forces of result combinations

1 - 20 di 1528