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Innovations, Improvements, and Adjustments of Products by Dlubal Software

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Items:

  • Update Report No. 03346

    RWIND Simulation 1 1-27-0150 | 11/03/2021
    • Implementation of an option in the RWIND-specific input windows of RSTAB/RFEM to save the dialog settings as default
    • Adjustments in the settings for RWIND Simulation regarding the limits of the absolute as well as percentage opening size
    • Extension of the settings dialog in RFEM 5/ RSTAB 8 concerning an option for the RWIND Simulation version
  • Update Report No. 03345

    RFEM 5 5-27-01 | 11/03/2021
    • Upgrade to dongle driver 8.23
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2022
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2021
    • Adjustments in the snow load generator for the national annex of Austria regarding the determination of the additional snow load from snow overhang
    • Adjustments in the model type 2D - XY regarding the display of stresses in surfaces of the stiffness type 'Without membrane tension'
    • Adjustments in the printout report regarding the font size of header and footer information in multi-window graphics
    • Adjustments regarding the import of member nonlinearities when modeling additional members
    • Adjustments in the cross-section properties of L-sections according to AISC 15
    • Adjustments regarding the calculation of the stiffness matrix of hollow core slabs with rectangular cavities.
    • Adaptions concerning the consideration of the option to "keep the results of RWIND Simulation even if the FE-mesh was removed"
    • Adjustments in the solver regarding the consideration of line hinges - hinge chains (2 surfaces each with a line hinge for rotation around x on the same line) now lead to instabilities
  • Update Report No. 03344

    RSTAB 8 8-27-01 | 11/03/2021
    • Upgrade to dongle driver 8.23
    • The following direct interfaces are supported in the current customer version:
      AutoCAD 2015 - 2022
      Revit 2016 - 2022
      Tekla Structures 20.1 - 2021
    • Adjustments in the snow load generator for the national annex of Austria regarding the determination of the additional snow load from snow overhang
    • Adjustments in the printout report regarding the font size of header and footer information in multi-window graphics
    • Adjustments regarding the import of member nonlinearities when modeling additional members
    • Adjustments in the cross-section properties of L-sections according to AISC 15
  • Update Report No. 03343

    SHAPE-THIN 9-27-01 | 11/03/2021
    • Adjustments regarding the determination of the cross-section area of I-sections according to AISC 14
    • Adjustment of the calculation of the effective cross-section according to EN 1999-1-1 for cross-section parts with tensile stress
  • Update Report No. 03342

    RF-JOINTS Steel - Tower 5-27-01 | 11/03/2021
    • Adjustments in the check of net section resistance for members with compression forces
  • Update Report No. 03341

    JOINTS Steel - Tower 8-27-01 | 11/03/2021
    • Adjustments in the check of net section resistance for members with compression forces
  • Update Report No. 03340

    CONCRETE 8-27-01 | 11/03/2021
    • Adjustments in the crack width calculation according to NEN-EN 1992-1-1 regarding the consideration of the factor kx
    • Adjustments in fire design regarding the determination of temperatures in rebars
    • Adjustments in the serviceability limit state design regarding the determination of the required reinforcement for limiting the concrete compressive stress
    • Adjustments for the Belgian national annex concerning compliance with the maximum angle for the concrete strut inclination
    • Optimization of the display of the diameter symbol in the result graphics of RF-CONCRETE Members or CONCRETE in the printout report
    • Adjustments regarding the determination of the coordinates of longitudinal reinforcement 
  • Update Report No. 03339

    RF-CONCRETE 5-27-01 | 11/03/2021
    • Adjustments in the crack width calculation according to NEN-EN 1992-1-1 regarding the consideration of the factor kx
    • Adjustments in fire design regarding the determination of temperatures in rebars
    • Adjustments in the serviceability limit state design regarding the determination of the required reinforcement for limiting the concrete compressive stress
    • Optimization of the display of the diameter symbol in the result graphics of RF-CONCRETE Members or CONCRETE in the printout report
    • Adjustments regarding the determination of the coordinates of longitudinal reinforcement 
  • Update Report No. 03338

    RF-PUNCH Pro 5-27-01 | 11/03/2021
    • Provision of interface from RF-PUNCH Pro to Halfen HDB 13.60
    • Optimization when applying the load increasing factor to the load combinations for the punching load in RF-PUNCH Pro
  • Update Report No. 03337

    RF-STEEL EC3 5-27-01 | 11/03/2021
    • Adjustments regarding the determination of the governing check of shear resistance according to EN 1993-1-3
    • Adjustments in the stability design check ST302 for flexural buckling regarding the consideration of Gamma,M1
  • Update Report No. 03336

    STEEL EC3 8-27-01 | 11/03/2021
    • Adjustments regarding the determination of the governing check of shear resistance according to EN 1993-1-3
    • Adjustments in the stability design check ST302 for flexural buckling regarding the consideration of Gamma,M1
  • Update Report No. 03335

    RF-FOUNDATION Pro 5-27-01 | 11/03/2021
    • Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2*
    • Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2
  • Update Report No. 03334

    FOUNDATION Pro 8-27-01 | 11/03/2021
    • Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2*
    • Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2
  • Update Report No. 03333

    RF-JOINTS Steel - Rigid 5-27-01 | 11/03/2021
    • Adjustment of the default setting of weld dimensions
  • Update Report No. 03332

    JOINTS Steel - Rigid 8-27-01 | 11/03/2021
    • Adjustment of the default setting of weld dimensions

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