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  • Update Report No. 02973

    RF-COM 5-19-01 | 04/17/2019
    • Correction of a crash in the COM interface in conjunction with Timber Pro
    • Adaptations concerning the control of member nonlinearities in 2D models
  • Update Report No. 02972

    RS-COM 8-19-01 | 04/17/2019
    • Correction of a crash in the COM interface in conjunction with Timber Pro
    • Adaptations concerning the control of member nonlinearities in 2D models
  • Update Report No. 02971

    CONCRETE 8-19-01 | 04/17/2019
    • Adaptations concerning the determination of the neutral axis depth in the crack width analysis
    • Adaptations in the neutral axis depth limitation according to 5.6.3(2) regarding the internal limit values
    • Adaptations in the member design regarding the compliance with the upper limit of the compression strut inclination Theta
  • Update Report No. 02970

    RF-STAGES 5-19-01 | 04/17/2019
    • Adaptations concerning the display of result diagrams of sections based on result combinations exported from STAGES
    • Adaptations concerning the solver - calculation abortions without error messages could arise
  • Update Report No. 02969

    JOINTS Steel - Rigid 8-19-01 | 04/17/2019
    • Adaptations concerning the display of the welds of column web ribs
    • Adaptations concerning the underlying yield strength of stiffeners in the design of a column web with shearing stress
    • Facilitation of the design of I-PAR cross-sections
    • Optimizations in the graphics window of the module regarding the display of dimensioning lines at stiffeners
    • Adaptations concerning the determination of alpha,b in the bearing design
    • Adaptations concerning the determination of the transformation parameter ß from Table 5.4
    • Adaptations concerning the design of the weld at the end plate - when the weld is located on the flange surface, the entire flange weld is applied. The shear force distribution on the welds was also reworked.
    • Adaptations concerning the acting tension force in the design of the beam flange - tension resistance
    • Extensions in the "Geometry" window for classifying the connection - additional information about the beam can be entered, which is required for the calculation of the rigid and hinged limit
    • Adaptations concerning the shear area of the column profile
    • Implementation of another weld design on column web ribs for differentiating between flange and web weld
    • Adaptions concerning the acting compression force in the flange of the beam with plastique distribution of forces in the connection
    • Adaptations in the butt strap joint - the shear checks will now be performed
    • Adaptations for beam-beam connections in the analysis of the compression and tension resistance of the beam flange
    • Adaptations concerning the check of hole spacings
  • Update Report No. 02968

    RF-JOINTS Steel - Rigid 5-19-01 | 04/17/2019
    • Adaptations concerning the display of the welds of column web ribs
    • Adaptations concerning the underlying yield strength of stiffeners in the design of a column web with shearing stress
    • Facilitation of the design of I-PAR cross-sections
    • Optimizations in the graphics window of the module regarding the display of dimensioning lines at stiffeners
    • Adaptations concerning the determination of alpha,b in the bearing design
    • Adaptations concerning the determination of the transformation parameter ß from Table 5.4
    • Adaptations concerning the design of the weld at the end plate - when the weld is located on the flange surface, the entire flange weld is applied. The shear force distribution on the welds was also reworked.
    • Adaptations concerning the acting tension force in the design of the beam flange - tension resistance
    • Extensions in the "Geometry" window for classifying the connection - additional information about the beam can be entered, which is required for the calculation of the rigid and hinged limit
    • Adaptations concerning the shear area of the column profile
    • Implementation of another weld design on column web ribs for differentiating between flange and web weld
    • Adaptions concerning the acting compression force in the flange of the beam with plastique distribution of forces in the connection
    • Adaptations in the butt strap joint - the shear checks will now be performed
    • Adaptations for beam-beam connections in the analysis of the compression and tension resistance of the beam flange
    • Adaptations concerning the check of hole spacings
  • Update Report No. 02967

    JOINTS Steel - Column Base 8-19-01 | 04/17/2019
    • Adaptations concerning the check of concrete edge failure in z-direction
  • Update Report No. 02966

    RF-JOINTS Steel - Column Base 5-19-01 | 04/17/2019
    • Adaptations concerning the check of concrete edge failure in z-direction
  • Update Report No. 02965

    JOINTS Steel - Pinned 8-19-01 | 04/17/2019
    • Optimizations regarding the beam-column connection - the angle that deviates from a right angle has been increased from 45° to 60°
  • Update Report No. 02964

    RF-JOINTS Steel - Pinned 5-19-01 | 04/17/2019
    • Optimizations regarding the beam-column connection - the angle that deviates from a right angle has been increased from 45° to 60°
  • Update Report No. 02963

    RF-FORM-FINDING 5-19-01 | 04/17/2019
    • Adaptations concerning the consideration of imperial units
  • Update Report No. 02962

    TIMBER Pro 8-19-01 | 04/17/2019
    • Correction of a crash in the COM interface in conjunction with Timber Pro
  • Update Report No. 02961

    RF-TIMBER Pro 5-19-01 | 04/17/2019
    • Correction of a crash in the COM interface in conjunction with Timber Pro
  • Update Report No. 02960

    RF-STEEL CSA 5-19-01 | 04/17/2019
    • Adaptations concerning the classification of I-sections
  • Update Report No. 02959

    STEEL CSA 8-19-01 | 04/17/2019
    • Adaptations concerning the classification of I-sections
  • Update Report No. 02958

    JOINTS Timber - Timber to Timber 8-19-01 | 04/17/2019
    • Output of a warning message if the angle between the screw axis and the force applied to it exceeds 60°
  • Update Report No. 02957

    RF-JOINTS Timber - Timber to Timber 5-19-01 | 04/17/2019
    • Output of a warning message if the angle between the screw axis and the force applied to it exceeds 60°
  • Update Report No. 02956

    CRANEWAY 8-19-01 | 04/17/2019
    • Adaptations concerning the calculation of the reference stress in buckling design
    • Adaptations concerning the calculation of local bending stresses for suspension cranes
  • Update Report No. 02955

    ALUMINUM 8-19-01 | 04/17/2019
    • Classification of the cross-section HKC as invalid
    • Adaptations concerning the flexural buckling analysis for hollow cross-sections and pipes
  • Update Report No. 02954

    RF-ALUMINUM 5-19-01 | 04/17/2019
    • Classification of the cross-section HKC as invalid
    • Adaptations concerning the flexural buckling analysis for hollow cross-sections and pipes

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