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Elementy:

  • Update Report No. 03267

    RFEM 5-25-01 | 18.02.2021
    • Update of cross-section profiles of the company Schrag
    • Implementation of cross-sections and materials according to ADM 2020
    • Implementation of the member stiffness modification according to CSA S16:19 O.2.4
    • Implementation of materials according to EN 10025-2:2019-10
    • Implementation of a new result table for the load distribution from RWIND Simulation
    • Improvement of the calculation performance through optimized consideration of the nodal degrees of freedom
    • Adaptations concerning the display of cross-section outlines for tapered members
    • Adjustments in the material database for aluminum according to the EN standard group - some series were split up to be able to represent the thickness ranges more precisely
    • Adjustments in the solver regarding the compliance with the yield strength in the Material Model - Isotropic Plastic - 1D
    • Adjustments in the result diagrams of sections regarding the consideration of the "Results Within Column Area" option
    • Adaptations concerning the display of linearly smoothed support reaction diagrams
    • Update of Bentley import/export - support of ISM version 8.0
    • Adaptations concerning the graphical display of the filling of surface loads
    • Adaptations concerning the graphical display of free variable loads on surfaces with a locally reversed coordinate system
    • Optimizations regarding the input of parametric stiffnesses for the member type "Definable Stiffness..."
    • Adaptations concerning the assignment of the load duration class of load cases from RWIND Simulation
    • Adaptations concerning the result values in the table of surface contact stresses - especially in structures where lines and surfaces were simultaneously supported by failing line and surface supports
    • Adaptations concerning the calculation of the section resultant for sections on multiple lines
    • Adaptations in the results navigator of 2D positions regarding the selection of forces of line releases
    • Adaptations concerning the hinge definitions of the member type "Truss" in 2D positions
    • Adaptations concerning the graphical display of comments in connection with visibilities
    • Adaptations in the mass print for results regarding the number of graphics to be generated
    • Adjustment of the modulus of elasticity of the material VVS INOX (FATZER)
    • Adaptations concerning the consideration of visibilities when selecting by means of the "Special Selection..." option
    • Adaptations in the determination of shear areas of built-up channel sections regarding their upper limit
    • Adaptations concerning the display of stresses in the result diagrams of sections through solids
    • Adaptations concerning the cross-section weight as well as the material volume of hybrid rectangular timber hollow sections
    • Adaptations concerning the Isotropic Damage 2D/3D material model regarding the display of plastic strains
    • Adaptations concerning the generation of loads from motion on orthotropic surfaces
  • Update Report No. 03266

    RSTAB 8-25-01 | 18.02.2021
    • Update of cross-section profiles of the company Schrag
    • Implementation of cross-sections and materials according to ADM 2020
    • Implementation of the member stiffness modification according to CSA S16:19 O.2.4
    • Implementation of materials according to EN 10025-2:2019-10
    • Adaptations concerning the display of cross-section outlines for tapered members
    • Adjustments in the material database for aluminum according to the EN standard group - some series were split up to be able to represent the thickness ranges more precisely
    • Adaptations concerning the consideration of the stiffness modification of elastic member foundations in the load case calculation parameters
    • Update of Bentley import/export - support of ISM version 8.0
    • Optimizations regarding the input of parametric stiffnesses for the member type "Definable Stiffness..."
    • Adaptations concerning the assignment of the load duration class of load cases from RWIND Simulation
    • Adaptations concerning the graphical display of comments in connection with visibilities
    • Adjustment of the modulus of elasticity of the material VVS INOX (FATZER)
    • Adaptations concerning the consideration of visibilities when selecting by means of the "Special Selection..." option
    • Adaptations in the determination of shear areas of built-up channel sections regarding their upper limit
    • Adaptations concerning the cross-section weight as well as the material volume of hybrid rectangular timber hollow sections
  • Update Report No. 03265

    DYNAM Pro - Forced Vibrations 8-25-01 | 18.02.2021
    • Implementation of response spectra according to SIA 261/1:2020
    • Adaptations concerning the import of accelerograms from Excel
  • Update Report No. 03264

    RF-DYNAM Pro - Forced Vibrations 5-25-01 | 18.02.2021
    • Implementation of response spectra according to SIA 261/1:2020
    • Adaptations concerning the import of accelerograms from Excel
    • Fixed a calculation abort incl. error message that could occur when considering a stationary state
  • Update Report No. 03263

    DYNAM Pro - Equivalent Loads 8-25-01 | 18.02.2021
    • Implementation of response spectra according to SIA 261/1:2020
  • Update Report No. 03262

    RF-DYNAM Pro - Equivalent Loads 5-25-01 | 18.02.2021
    • Implementation of response spectra according to SIA 261/1:2020
  • Update Report No. 03261

    RF-LAMINATE 5-25-01 | 18.02.2021
    • Update of layers of the company Binderholz
  • Update Report No. 03260

    RF-JOINTS Steel - DSTV 5-25-01 | 18.02.2021
    • Implementation of some previously missing IM connections in the database
  • Update Report No. 03259

    JOINTS Steel - DSTV 8-25-01 | 18.02.2021
    • Implementation of some previously missing IM connections in the database
  • Update Report No. 03258

    JOINTS Steel - Rigid 8-25-01 | 18.02.2021
    • Adaptations in the calculation of models with global Z-axis upwards
    • Adaptations in the determination of internal forces for the joint geometry regarding the consideration of axial member eccentricities
    • Adaptations in the tension resistance design of flanges for 4-row connections regarding the applied flange section area

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