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  • Update Report No. 02953

    RF-CUTTING-PATTERN 5-19-01 | 04/17/2019
    • Adaptations in the internal data management regarding the retention of the results after reopening the file
  • Update Report No. 02952

    TIMBER CSA 8-19-01 | 04/17/2019
    • Assignment of the load duration now occurs according to the action category
  • Update Report No. 02951

    RF-TIMBER CSA 5-19-01 | 04/17/2019
    • Assignment of the load duration now occurs according to the action category
  • Update Report No. 02950

    RF-STEEL 5-19-01 | 04/17/2019
    • Adaptations concerning the number of displayed stresses in the Details submenu in 2D models
  • Update Report No. 02949

    RFEM 5-18-01 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • 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 | 02/07/2019
    • Implementation of the standard ANSI/AWC - NDS 2018
  • Update Report No. 02935

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

    RF-STEEL EC3 5-18-01 | 02/07/2019
    • 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)

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