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Servisní smlouva

Servisní smlouvy

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    • 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 | 22.10.2019
    • 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
    • Adaptations in the stress design regarding the consideration of global moments
  • Update Report No. 03077

    HSS 8-21-01 | 22.10.2019
    • Adaptations in the stress design regarding the consideration of global moments
    • 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 | 22.10.2019
    • 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. 03069

    RF-DYNAM Pro - Natural Vibrations
    • 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 | 22.10.2019
    • 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
    • Adaptations concerning the manual change of load distributions for climatic load cases
  • Update Report No. 03066

    RF-DYNAM Pro - Forced Vibrations
    • 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
    • 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
  • Update Report No. 03064

    RS-COM 8-21-01 | 22.10.2019
    • Adaptations concerning the reading of materials and cross-sections from STEEL EC3
    • Adaptations concerning the manual definition of reinforcement areas in 2D models
    • Adaptations in the deformation analysis concerning the relation to moved member or member set ends
    • Adaptations concerning the maximum stirrup spacing according to ACI 318-14 for columns
    • Optimizations in the deformation analysis with sets of members
    • Adaptations concerning the coefficient k3 according to CSN:2016 in maximum crack spacing design
    • Adaptations in the SLS designs when simultaneously designing load combinations and result combinations
  • Update Report No. 03060

    JOINTS Steel - Column Base 8-21-01 | 22.10.2019
    • Facilitation of the design of all result combination types for connections where only 1 member is involved
    • Adaptations in the concrete edge failure design concerning the consideration of the settings for edge reinforcement and cracks in the concrete
    • Adaptations in the concrete edge failure design concerning the consideration of the base plate's eccentricity
  • Update Report No. 03059

    FRAME-JOINT Pro 8-21-01 | 22.10.2019
    • Adaptations in the module concerning the update of material data
  • Update Report No. 03058

    RF-FRAME-JOINT Pro
    • Adaptations in the module concerning the update of material data
  • Update Report No. 03053

    RF-TIMBER CSA
    • Optimization when designing glulam about the minor axis. The system factor KH is now always taken into account.
  • Update Report No. 03052

    RF-DYNAM Pro - Nonlinear Time History
    • Adaptations in the solver when considering a stationary state regarding the nodal support forces
  • Update Report No. 03051

    JOINTS Steel - Pinned 8-21-01 | 22.10.2019
    • Facilitation of the design of all result combination types for connections where only 1 member is involved
  • Update Report No. 03050

    RF-JOINTS Steel - Pinned
    • Facilitation of the design of all result combination types for connections where only 1 member is involved

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