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  • Update Report No. 03084

    RWIND Simulation 1-21-0230 | 11/13/2019
    • Adaptations concerning the visibility of results with regard to the graphical display on surfaces
    • Adaptations concerning the options for calculating RWIND in the background if it runs as a trial version
    • Implementation of a warning concerning the use of antivirus programs - they can, in the absence of appropriate exemptions, lead to crashes
    • Adaptations in the solver concerning the 'Export Optimized Member Topology' option
  • Update Report No. 03083

    RFEM 5-21-01 | 10/22/2019
    • Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
    • Expansion of the global calculation parameters with settings for the Penalty stiffness
    • Implementation of an interface to RWIND Simulation
    • Deactivation of the graphical output of stresses on composite timber sections
    • Adaptations in the printout report graphics concerning the visibility of manually defined result values
    • Removal of an error message which resulted from opening the calculator
    • Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
    • Adaptations concerning the output of max/min information in the graphical window regarding local line hinge deformations
    • Adaptations in the printout report concerning the display of the surface thickness (as the third dimension) in graphics where the "Colors in Graphics According to Surface Thickness" option is enabled
    • Adaptations concerning the graphical display of free rectangular loads
    • Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
    • Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
    • Adaptations concerning the output of results on line hinges
    • Adaptations concerning the internal coupling of nodal constraints and trusses
    • Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
    • Adaptations concerning the display of result values in clipping planes
    • Adaptations concerning the merging of identical materials
    • Adaptations concerning the cross-section properties IT and IZ of the trapezoidal sheets TBS + (Thyssen T)
    • Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
    • Adaptations in the solver concerning a calculation error due to an incorrectly defined free load
  • Update Report No. 03082

    RSTAB 8-21-01 | 10/22/2019
    • Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
    • Implementation of an interface to RWIND Simulation
    • Removal of an error message which resulted from opening the calculator
    • Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
    • Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
    • Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
    • Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
    • Adaptations concerning the merging of identical materials
    • Adaptations concerning the cross-section properties IT and IZ of the trapezoidal sheets TBS + (Thyssen T)
    • Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
  • Update Report No. 03081

    RWIND Simulation 1-21-0160 | 10/22/2019
    • Release of the module
  • Update Report No. 03080

    RF-FORM-FINDING 5-21-01 | 10/22/2019
    • Implementation of an option to display the topology at the deformed system
  • Update Report No. 03079

    RF-LAMINATE 5-21-01 | 10/22/2019
    • Implementation of the design standard CSA O86-14
  • Update Report No. 03078

    RF-HSS 5-21-01 | 10/22/2019
    • Adaptations in the stress design regarding the consideration of global moments
  • Update Report No. 03077

    HSS 8-21-01 | 10/22/2019
    • Adaptations in the stress design regarding the consideration of global moments
  • Update Report No. 03076

    RF-PUNCH Pro 5-21-01 | 10/22/2019
    • Optimization when labeling the column dimensions in the detail tables of Window 1.5
    • Optimizations when exporting the geometry to Halfen with respect to existing openings in the model
    • Optimizations when determining the punching load from result combinations
    • Optimization when determining the mean longitudinal reinforcement ratio, if a longitudinal reinforcement on the upper or bottom side of the surface was defined in dialog box 1.5
    • Optimization of the graphical display of width and length of longitudinal reinforcements
  • Update Report No. 03075

    SHAPE-THIN 8-21-01 | 10/22/2019
    • Adaptations concerning the calculation of the effective width of c/t-parts with supports on both sides
    • Adaptations concerning the tabular result values of static moments
    • Adaptations concerning the import of DXF files in imperial unit format
  • Update Report No. 03074

    RF-STEEL EC3 5-21-01 | 10/22/2019
    • Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
    • Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
    • Adaptations concerning the consideration of the lateral-torsional buckling length Lw
  • Update Report No. 03073

    STEEL EC3 8-21-01 | 10/22/2019
    • Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
    • Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
    • Adaptations concerning the check of validity of the load situations to be designed
    • Adaptations concerning the consideration of the lateral-torsional buckling length Lw
  • Update Report No. 03072

    RF-CONCRETE Columns 5-21-01 | 10/22/2019
    • Adaptations in the fire resistance design regarding the consideration of shear reinforcement
    • Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
  • Update Report No. 03071

    CONCRETE Columns 8-21-01 | 10/22/2019
    • Adaptations in the fire resistance design regarding the consideration of shear reinforcement
    • Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
  • Update Report No. 03070

    RF-STABILITY 5-21-01 | 10/22/2019
    • Adaptations concerning the graphic display of the mode shapes of members for nonlinear calculations
  • Update Report No. 03069

    RF-DYNAM Pro - Natural Vibrations 5-21-01 | 10/22/2019
    • Adaptations in the printout report concerning the display of all mesh points in Table 5.6
    • Adaptations in the mass cases concerning the consideration of eccentric member loads
    • Adaptations in the sum of masses in the "Mass Cases" dialog box regarding the consideration of additional nodal masses
  • Update Report No. 03068

    CRANEWAY 8-21-01 | 10/22/2019
    • Adaptations in the horizontal deformation check regarding the consideration of the height of craneway rails
    • Adaptations in the fatigue design concerning the output 1.#IO or 1.#INF
  • Update Report No. 03067

    RF-GLASS 5-21-01 | 10/22/2019
    • Adaptations concerning the manual change of load distributions for climatic load cases
  • Update Report No. 03066

    RF-DYNAM Pro - Forced Vibrations 5-21-01 | 10/22/2019
    • Optimizations concerning the load cases exported from DYNAM - the load duration can now be edited
    • Adaptations in the solver when considering a stationary state regarding the nodal support forces
    • Adaptations concerning the graphical results output when calculating several dynamic load cases - in some circumstances, several results per x-location were displayed
  • Update Report No. 03065

    RF-COM 5-21-01 | 10/22/2019
    • Adaptations concerning the reading of the required reinforcement for the serviceability limit state (SLS)
    • Adaptations concerning the reading of materials and cross-sections from STEEL EC3

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