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Contrato de servicio

service-contracts

Con un contrato de servicio podrá tener los programas de Dlubal Software actualizados. De esta manera, le proporcionaremos actualizaciones regulares, así como también un trato preferencial en el soporte técnico por correo electrónico y telefax.

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

  • Update Report No. 02949

    RFEM 5-18-01 | 07/02/2019
    • Implementation of the classification of load cases according to ASCE 7-16 NDS (Timber)
    • Update of the BauBuche timber in the material library
    • Implementation of a resultant for the results of releases
    • Adaptations concerning the smoothing of contact stresses for surface supports
    • Removal of the solid deformation |u| from Table 4.36
    • The following direct interfaces are supported in the current customer version:

      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018i

    • Optimizations concerning the export of materials from Revit if neither Dlubal parameters nor conversion files apply
    • Optimizations concerning the display of the intersection of free loads
    • Adaptations concerning the documentation of nonlinearities of member hinges in the printout report
    • Adaptations in the table of the line support forces in the printout report concerning the export of selected lines
    • Adaptations concerning the export of comments in the "Info About Cross-Section" dialog box to the printout report
    • Optimizations in the Revit interface concerning the export of openings to RFEM
    • Adaptations concerning the design of result combinations of the type "FAT - Fatigue"
    • Adaptations concerning an error message that the gravity loading data are missing for imperfections according to ANSI/AISC 360-16
    • Adaptations of the cross-section values of certain sections of the type LU (manufacturer SZS)
    • Adaptations concerning the display of quadrangular member loads on sets of members and lists of members
    • Adaptations concerning the relative limit settings of the arrow size of loads in the display settings
    • Adaptations concerning the calculation of the offset when using relative eccentricities
    • Adaptations concerning the partial factor of the action category 3.E to classify load cases according to EN 1990 + EN 1991-3; Cranes
    • Optimizations in the Tekla interface concerning using line releases in RFEM
    • Adaptations concerning the effect of moving comments on the results - they are no more deleted
    • Adaptations concerning the consideration of initial strains from other load cases if global as well as local z-axes are oriented upward (General Data setting)
    • Adaptations concerning the internal consideration of imperfections on members according to the large deformation analysis when using several load increments
    • Adaptations concerning the value scale when displaying results on solids
    • Adaptations concerning the calculation of the stiffness matrix of orthotropic surfaces of the type "Unidrectional box floor"
    • Adaptations concerning copying of structural data including their loading for the generated load "Convert Free Line Load to Member Loads"
    • Adaptations in considering friction in surface supports
    • Optimizations concerning the performance of the load check, if only certain load cases are designed
  • Update Report No. 02948

    RSTAB 8-18-01 | 07/02/2019
    • Implementation of the classification of load cases according to ASCE 7-16 NDS (Timber)
    • Update of the BauBuche timber in the material library
    • The following direct interfaces are supported in the current customer version:

      AutoCAD 2015 - 2019
      Revit 2016 - 2019
      Tekla Structures 20.1 - 2018i

    • Optimizations concerning the export of materials from Revit if neither Dlubal parameters nor conversion files apply
    • Adaptations concerning the documentation of nonlinearities of member hinges in the printout report
    • Adaptations concerning the export of comments in the "Info About Cross-Section" dialog box to the printout report
    • Optimizations in the solver concerning the convergence of the calculation while having a nonlinear support at the member start and member end
    • Adaptations of the cross-section values of certain sections of the type LU (manufacturer SZS)
    • Adaptations concerning the display of quadrangular member loads on sets of members and lists of members
    • Adaptations concerning the relative limit settings of the arrow size of loads in the display settings
    • Adaptations concerning the calculation of the offset when using relative eccentricities
    • Adaptations concerning the partial factor of the action category 3.E to classify load cases according to EN 1990 + EN 1991-3; Cranes
    • Adaptations concerning copying of structural data including their loading for the generated load "Convert Free Line Load to Member Loads"
    • Adaptations in the computation kernel concerning the consideration of unsymmetric diagrams in the member type "Spring"
  • Update Report No. 02947

    RF-JOINTS Steel - Rigid 5-18-01 | 07/02/2019
    • Increasing the number of possible bolt rows from 10 to 20
    • Adaptations in the design of the web plate in shear with buckling concerning the consideration of partial stiffnesses 
    • Adaptations concerning the determined weld surfaces for the weld design at the end plate
    • Adaptations of the partial stiffenings in the design of tension resistance concerning the design of result combinations
    • Implementation of a design to check the moment resistance of the joint
    • Adaptations concerning the display of the column web design in compression with buckling (5055) when defining a web stiffener - only the combined design of the web + web stiffener will be displayed now (5081)
    • Adaptations concerning the option "Beam alignment setting (for eccentricity calculation)" when the connection is defined manually
    • Adaptations concerning the visibility and control of single elements of the connection in the graphic window
    • Adaptations in the design of shear force and tension resistance of the web plate concerning the applied shear area
    • Adaptations concerning the determination of the distance of columns with stiffeners in the web plate design
    • Adaptations concerning the plastic bending resistance of the web stiffener in the column web design on shear
  • Update Report No. 02946

    JOINTS Steel - Rigid 8-18-01 | 07/02/2019
    • Increasing the number of possible bolt rows from 10 to 20
    • Adaptations in the design of the web plate in shear with buckling concerning the consideration of partial stiffnesses 
    • Adaptations concerning the determined weld surfaces for the weld design at the end plate
    • Adaptations of the partial stiffenings in the design of tension resistance concerning the design of result combinations
    • Implementation of a design to check the moment resistance of the joint
    • Adaptations concerning the display of the column web design in compression with buckling (5055) when defining a web stiffener - only the combined design of the web + web stiffener will be displayed now (5081)
    • Adaptations concerning the option "Beam alignment setting (for eccentricity calculation)" when the connection is defined manually
    • Adaptations concerning the visibility and control of single elements of the connection in the graphic window
    • Adaptations in the design of shear force and tension resistance of the web plate concerning the applied shear area
    • Adaptations concerning the determination of the distance of columns with stiffeners in the web plate design
    • Adaptations concerning the plastic bending resistance of the web stiffener in the column web design on shear
  • Update Report No. 02945

    RF-CONCRETE 5-18-01 | 07/02/2019
    • Update of the design according to SIA 262:2017
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Optimizations in the display properties concerning the line thickness of result diagrams on members
    • Optimizations of the performance concerning the display of results on surfaces in grid points
    • Adaptations concerning the application of axial force when calculating the minimum reinforcement of members while applying bending restraint
    • Optimizations concerning modifying the grid while entering the free additional reinforcement
    • Adaptations concerning the specific default settings of standards when determining ß und Phi for the Canadian Standard
    • Optimizations when displaying "Values on Surfaces" for result groups
    • Adaptations concerning the documentation of the assignment of additional reinforcement in the printout report when only the ultimate limit state design is performed
    • Adaptations concerning the determination of the torsional capacity of UM sections
    • Optimizations concerning the design of several result combinations at the same time for the serviceability limit state design of members
    • Optimization when displaying the ratio "As,req / As,prov" for the member design
  • Update Report No. 02944

    CONCRETE 8-18-01 | 07/02/2019
    • Update of the design according to SIA 262:2017
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Optimizations in the display properties concerning the line thickness of result diagrams on members
    • Adaptations concerning the application of axial force when calculating the minimum reinforcement of members while applying bending restraint
    • Adaptations concerning the specific default settings of standards when determining ß und Phi for the Canadian Standard
    • Adaptations concerning the determination of the torsional capacity of UM sections
    • Optimizations concerning the design of several result combinations at the same time for the serviceability limit state design of members
    • Optimization when displaying the ratio "As,req / As,prov" for the member design
  • Update Report No. 02943

    RF-CONCRETE Columns 5-18-01 | 07/02/2019
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Adaptations concerning the geometric ratios of compression elements with biaxial load eccentricity
  • Update Report No. 02942

    CONCRETE Columns 8-18-01 | 07/02/2019
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Adaptations concerning the geometric ratios of compression elements with biaxial load eccentricity
  • Update Report No. 02941

    RF-FOUNDATION Pro 5-18-01 | 07/02/2019
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Optimizations when displaying the soil profile in the setting "Global Axis Z Upward"
  • Update Report No. 02940

    FOUNDATION Pro 8-18-01 | 07/02/2019
    • Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
    • Optimizations when displaying the soil profile in the setting "Global Axis Z Upward"
  • Update Report No. 02939

    RF-PUNCH Pro 5-18-01 | 07/02/2019
    • Update of the National Annex ÖNORM B 1992-1-1:2018-01
    • Adaptations concerning the acceptance of nodes of punching shear in case of columns with thin-walled steel section
    • Optimizations in selecting the options of a node of punching shear at wall ends and wall corners as well as single columns
    • Optimizations in defining the punching load from result combinations
    • Adaptations concerning the automatic recognition of openings in surfaces
  • Update Report No. 02938

    LIMITS 8-18-01 | 07/02/2019
    • Update of the joists of the company Steico
    • Extension of the data base with connectors of the company TG-Technik
    • Extension of the data base with tension members and cables of the company Pfeifer
    • Adaptations concerning the design of maximum shear forces of result combinations
  • Update Report No. 02937

    RF-LIMITS 5-18-01 | 07/02/2019
    • Update of the joists of the company Steico
    • Extension of the data base with connectors of the company TG-Technik
    • Extension of the data base with tension members and cables of the company Pfeifer
    • Adaptations concerning the design of maximum shear forces of result combinations
  • Update Report No. 02936

    JOINTS Timber - Steel to Timber 8-18-01 | 07/02/2019
    • Implementation of the standard ANSI/AWC - NDS 2018
  • Update Report No. 02935

    RF-JOINTS Timber - Steel to Timber 5-18-01 | 07/02/2019
    • Implementation of the standard ANSI/AWC - NDS 2018
  • Update Report No. 02934

    RF-STEEL EC3 5-18-01 | 07/02/2019
    • Adaptations in the flexural buckling analysis of cross-sections of class 4 concerning the design of result combinations
    • Adaptations concerning determining the initial global bow imperfection in case of local support definition (STEEL Warping Torsion)
    • Adaptations concerning the internal recalculation of the internal forces for the shear force Vy (STEEL - Warping Torsion)
  • Update Report No. 02933

    STEEL EC3 8-18-01 | 07/02/2019
    • Adaptations in the flexural buckling analysis of cross-sections of class 4 concerning the design of result combinations
    • Adaptations concerning determining the initial global bow imperfection in case of local support definition (STEEL Warping Torsion)
    • Adaptations concerning the internal recalculation of the internal forces for the shear force Vy (STEEL - Warping Torsion)
  • Update Report No. 02932

    SHAPE-THIN 8-18-01 | 07/02/2019
    • Adaptations concerning the calculation of the outer cross-section perimeter
  • Update Report No. 02931

    RF-COM 5-18-01 | 07/02/2019
    • Adpatations concerning the definition of different integration widths for rib members
    • Fixing a crash when exporting load cases and combinations to TIMBER Pro by means of the COM interface
  • Update Report No. 02930

    RS-COM 8-18-01 | 07/02/2019
    • Fixing a crash when exporting load cases and combinations to TIMBER Pro by means of the COM interface

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