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发布日期:2021年10月23日
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Keep your Dlubal Software programs up to date with a service contract. Receive regular program updates as well as benefits for future upgrades.

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Items:

  • Update Report No. 03233

    RFEM 5-24-02 | 12/10/2020
    • Fixed a crash that could be caused by deleting nodes, among other things
    • Adaptations in the internal data management - it could happen that files could not be saved
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    Update Report No. 03232

    越狱兔第四季高清全文免费阅读 越狱兔第四季高清 E道阅读网 越狱兔第四季高清全文免费阅读 越狱兔第四季高清 E道阅读网 ,一本到12不卡视频在线dvd手机版 全文免费阅读 第85页 E道 一本到12不卡视频在线dvd手机版 全文免费阅读 第85页 E道 ,宰杀女肉畜全文免费阅读 宰杀女肉畜 E道阅读网 宰杀女肉畜全文免费阅读 宰杀女肉畜 E道阅读网 RSTAB 8-24-02 | 12/10/2020
    • Adaptations in the internal data management - it could happen that files could not be saved
  • Update Report No. 03231

    RF-CONCRETE 5-24-02 | 12/10/2020
    • Adaptations concerning the determination of the axial stiffness, in particular for members with tensile stress
  • Update Report No. 03230

    CONCRETE 8-24-02 | 12/10/2020
    • Adaptations concerning the determination of the axial stiffness, in particular for members with tensile stress
  • Update Report No. 03229

    RWIND Simulation 1-24-0250 | 10/23/2020
    • Implementation of point and line probes to display the result values at user-defined positions
    • Inclusion of the aerodynamic pressure coefficient cP as well as the turbulences in the range of simulation results
    • Implementation of an option to define local FE mesh refinements
    • Implementation of the detail size in RFEM's input window
    • Implementation of an option to retain the results from RWIND Simulation in the tab of RFEM's input dialog box
    • Implementation of the wind profile according to ASCE/SEI 7-10
  • Update Report No. 03228

    RFEM 5-24-01 | 10/30/2020
    • Expansion of the material library with the category group Plastic
    • Adaptations concerning the display of the load distribution in result diagrams if the loads result from RWIND Simulation
    • Expansion of the material database with steels according to SP 16.13330.2017
    • Expansion of the cross-section database with sections according to GOST 57837-17
    • Expansion of the material database with high-strength steels of the manufacturers Salzgitter Flachstahl and Tata Steel
    • Expansion of the material database with glued-laminated timber of the manufacturer Gámiz
    • Expansion of the cross-section database with sections of the manufacturer Llentab
    • Adaptations in the cross-section database regarding the internal modeling of built-up, cold-formed sections
    • Expansion of the material database with materials according to Z-30.3-6:2018-03 and DIN EN 10025-2:2019-10
    • Update of databases regarding Chinese cross-sections and materials
    • Updates in the snow load generator according to the National Annex of Austria regarding the governing shape coefficients
    • Implementation of an "Info" option for sections in the Display Navigator - this allows the sum of reinforcement from RF-CONCRETE Surfaces to be displayed graphically along the section
    • Optimizations concerning the internal consideration of vertical and horizontal branches in diagrams of nonlinearities
    • Expansion of the printout report regarding the documentation of model, load case, and result data from RWIND Simulation
    • Implementation of member imperfections according to CSA 16:19
    • Implementation of an internal geometry check which is automatically performed during the extrusion of several lines into surfaces - a message is shown if the geometry is too complex
    • Adaptations concerning the graphical display of load values of free polygon loads
    • Adaptations concerning the thermal expansion coefficient of stainless steels according to DIN EN 1993-1-4:2007-02
    • Adaptations in the graphical display of surface loads with variable load distribution
    • Implementation of a pick function for selecting definition lines and definition nodes in the Surface Release dialog box
    • Adaptations in the cross-section properties of Ferona UPE sections
    • Implementation of a prompt regarding the renumbering of model data when simultaneously using add-on modules
    • Adaptations concerning the manual setting of result values at the boundary surfaces of solids
    • Increase of the maximum value of the cross-sectional area as well as the outer perimeter in the member load generator for axial strains due to shrinkage
    • Adaptations concerning the output of member contact forces due to a member elastic foundation when defining line supports on the same line
    • Adaptations in the printout report regarding the removal of data (tables) via the printout report navigator - in some circumstances, they were displayed again after recalculation
    • Adaptations in the wind load generator according to the National Annex of Denmark regarding the applied external pressure coefficient in Zone I
    • Adaptations concerning the consideration of the loading factor in the calculation parameters of load cases in combination with the simultaneous division for the results
    • Adaptations concerning the Max/Min info in the result graphics in the printout report - the minimum value could not assume negative values
    • Adaptations concerning the values on surfaces in load distribution graphics resulting from RWIND simulation
    • Adaptations in the result diagrams of sections regarding the display of the results selected in the navigator
    • Adaptations concerning internal forces at line hinges when they are located at nodal supports with the option "Column in Z" activated
    • Adaptations in the result table of member strains regarding the values at the member start
    • Adaptations in the FE mesh generator regarding the meshing of surface releases along elliptically shaped surfaces
    • Adaptations concerning the calculation of the sum of loads in structures which contain results from DYNAM Pro and are simultaneously supported by member elastic foundations
    • Adaptations concerning the arrangement and grouping of results in the navigator of result diagrams
  • Update Report No. 03227

    RSTAB 8-24-01 | 10/30/2020
    • Expansion of the material library with the category group Plastic
    • Expansion of the material database with steels according to SP 16.13330.2017
    • Expansion of the cross-section database with sections according to GOST 57837-17
    • Expansion of the material database with high-strength steels of the manufacturers Salzgitter Flachstahl and Tata Steel
    • Expansion of the material database with glued-laminated timber of the manufacturer Gámiz
    • Expansion of the cross-section database with sections of the manufacturer Llentab
    • Adaptations in the cross-section database regarding the internal modeling of built-up, cold-formed sections
    • Expansion of the material database with materials according to Z-30.3-6:2018-03 and DIN EN 10025-2:2019-10
    • Update of databases regarding Chinese cross-sections and materials
    • Updates in the snow load generator according to the National Annex of Austria regarding the governing shape coefficients
    • Expansion of the printout report regarding the documentation of model, load case, and result data from RWIND Simulation
    • Implementation of member imperfections according to CSA 16:19
    • Adaptations concerning the thermal expansion coefficient of stainless steels according to DIN EN 1993-1-4:2007-02
    • Adaptations in the cross-section properties of Ferona UPE sections
    • Implementation of a prompt regarding the renumbering of model data when simultaneously using add-on modules
    • Increase of the maximum value of the cross-sectional area as well as the outer perimeter in the member load generator for axial strains due to shrinkage
    • Adaptations in the printout report regarding the removal of data (tables) via the printout report navigator - in some circumstances, they were displayed again after recalculation
    • Adaptations in the wind load generator according to the National Annex of Denmark regarding the applied external pressure coefficient in Zone I
  • Update Report No. 03226

    RF-STEEL EC3 5-24-01 | 10/30/2020
    • Implementation of the check according to EN 1993-1-3 6.1.11 - Combined bending moment and local load or support reaction
    • Adaptations in the design according to the National Annex of France regarding the determination of lamdaLT,0  - the parameters for the modification of phiLT according to 6.3.2.3 were grayed out in the settings as well
    • Adaptations concerning the graphical display of the cross-section classification
    • Adaptations concerning the consideration of the increase of the material coefficient epsilon according to 5.5.2(9) for pipe sections
    • Adaptations concerning the buckling curve used for the lateral-torsional buckling design of cold-formed sections according to EN 1993-1-3 6.2.4
    • Adaptations in the solver regarding the design of result combinations - design ratios were sometimes output as failed design or with the expression 1.#J
    • Adaptations concerning the consideration of yield strengths analogous to the corresponding thickness ranges
    • Adaptations concerning the determination of the torsional resistance of I-sections
    • Adaptations in the cross-section design for bending regarding the criterion vZ according to 6.2.8(2)
  • Update Report No. 03225

    STEEL EC3 8-24-01 | 10/30/2020
    • Implementation of the check according to EN 1993-1-3 6.1.11 - Combined bending moment and local load or support reaction
    • Adaptations in the design according to the National Annex of France regarding the determination of lamdaLT,0  - the parameters for the modification of phiLT according to 6.3.2.3 were grayed out in the settings as well
    • Adaptations concerning the graphical display of the cross-section classification
    • Adaptations concerning the consideration of the increase of the material coefficient epsilon according to 5.5.2(9) for pipe sections
    • Adaptations concerning the buckling curve used for the lateral-torsional buckling design of cold-formed sections according to EN 1993-1-3 6.2.4
    • Adaptations in the solver regarding the design of result combinations - design ratios were sometimes output as failed design or with the expression 1.#J
    • Adaptations concerning the consideration of yield strengths analogous to the corresponding thickness ranges
    • Adaptations concerning the determination of the torsional resistance of I-sections
    • Adaptations in the cross-section design for bending regarding the criterion vZ according to 6.2.8(2)
  • Update Report No. 03224

    RF-LAMINATE 5-24-01 | 10/30/2020
    • Update of the layers of the company Nordic Structures
    • Expansion of the database with layers of the company Södra
    • Update of the layers of the company Smartlam
    • Adaptations concerning the output and display of deformations with reference to displaced parallel surfaces
    • Adaptations concerning the display of stresses in the module-internal composition graphics
    • Adaptations in the layers of the company Piveteaubois
  • Update Report No. 03223

    RF-ALUMINUM ADM 5-24-01 | 10/30/2020
    • Implementation of the design according to ADM 2020
  • Update Report No. 03222

    ALUMINUM ADM 8-24-01 | 10/30/2020
    • Implementation of the design according to ADM 2020
  • Update Report No. 03221

    TIMBER Pro 8-24-01 | 10/30/2020
    • Adaptations in the fire resistance design according to SIA 265 regarding the elasticity module to be applied in stability analyses
    • Adaptations in the design of curved beams regarding the consideration of the correct radius
  • Update Report No. 03220

    RF-TIMBER Pro 5-24-01 | 10/30/2020
    • Adaptations in the fire resistance design according to SIA 265 regarding the elasticity module to be applied in stability analyses
    • Adaptations in the design of curved beams regarding the consideration of the correct radius
  • Update Report No. 03219

    RF-STAGES 5-24-01 | 10/30/2020
    • Adaptations concerning the storage of results after closing and reopening files
  • Update Report No. 03218

    SHAPE-THIN 9-24-01 | 10/30/2020
    • Adaptations concerning the graphical display of effective cross-sections for designs according to EN 1993-1-3
    • Adaptations in the design according to EN 1993-1-3 regarding the deformation of the stiffener in the table of cross-section values of the equivalent compression member
  • Update Report No. 03217

    RF-CONCRETE 5-24-01 | 10/30/2020
    • Adaptations concerning the consideration of stiffness modifications of surfaces according to ACI or CSA in nonlinear design
    • Adaptations concerning the determination of stirrup safety after a manual modification of the reinforcement layout
    • Adaptations in the Surfaces module regarding the determination of the total reinforcement area in Window 1.4 when selecting a mesh from the library (in global 2D mode)
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    • Adaptations in the surface design according to ACI 318-14 regarding the necessity of shear reinforcement
    • Adaptations in the deformation calculation with RF-CONCRETE Deflect regarding the consideration of the option for automatically increasing the longitudinal reinforcement for the SLS
    • Optimization in the display of "local extreme values" for "Values on Surfaces"
  • Update Report No. 03216

    DYNAM Pro - Forced Vibrations 8-24-01 | 10/30/2020
    • Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
  • Update Report No. 03215

    RF-DYNAM Pro - Forced Vibrations 5-24-01 | 10/30/2020
    • Adaptations concerning the deletion of results of dynamic load cases when modifying underlying time diagrams
    • Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
  • Update Report No. 03214

    DYNAM Pro - Equivalent Loads 8-24-01 | 10/30/2020
    • Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015

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