Update Report

Innovazioni, miglioramenti e rettifiche dei prodotti Dlubal Software

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Update Report No. 02914
RF-CONCRETE Columns 5-17-02 | 20/12/2018
- Adaptations in the shear force design concerning the applied component width
- Adaptations concerning reducing the reinforced steel properties in the fire resistance design
Update Report No. 02913
CONCRETE Columns 8-17-02 | 20/12/2018
- Adaptations in the shear force design concerning the applied component width
- Adaptations concerning reducing the reinforced steel properties in the fire resistance design
Update Report No. 02912
RF-GLASS 5-17-02 | 20/12/2018
- Adaptations in the batch calculation - exclusion of nonlinear structures
Update Report No. 02911
RFEM 5-17-02 | 20/12/2018
- Adaptations in the batch calculation - exclusion of nonlinear structures
Update Report No. 02910
LIMITS 8-17-02 | 20/12/2018
- Fixing a crash which could occur when opening the library
Update Report No. 02909
RF-LIMITS 5-17-02 | 20/12/2018
- Fixing a crash which could occur when opening the library
Update Report No. 02908
8-17-02 | 20/12/2018
- Adaptations in considering priorities in Table 1.2 and supports in the connection node for determining the shear force in the span of the web
Update Report No. 02907
5-17-02 | 20/12/2018
- Adaptations in considering priorities in Table 1.2 and supports in the connection node for determining the shear force in the span of the web
Update Report No. 02906
RFEM 5-17-01 | 31/10/2018
- Extension of the Revit interface concerning the export of an existing reinforcement from CONCRETE Members (for members with rectangles or circular cross-section)
- Release of the load "Imposed Line Deformation"
- Extension of the result tables concerning the display of internal forces and deformations in nodal and line releases as well as member and line hinges
- Extension of the results navigator for releases - the forces of line hinges as well as line releases can be displayed graphically now
- Optimizations of the Tekla interface - GUIDs are used now. This allows for a more exact identification of elements.
- Upgrade to dongle driver 7.81
- The following direct interfaces are supported in the current customer version:
  
  AutoCAD 2015 - 2019
  
  Revit 2016 - 2019
  
  Tekla Structures 20.1 - 2018i
- Optimizations concerning the direct import of AutoCAD - temporary generated layers are now also imported
- Adaptations in the printout report graphics concerning the display of node numbers in the result diagrams
- Optimizations in the object snap when releasing free surface loads
- Optimizations concerning the consideration of line support nonlinearities at curved surfaces
- Adapatations concerning the material properties of concrete according to ACI 318-14
- Adaptations concerning the consideration of concentrated member loads in combination with imperfections
- Adaptations in the printout report concerning the display of rotated graphics
- Adaptations concerning the display of the membrane stresses at surfaces with nonlinear material model if this has been deactivated globally or depending on the load case
- Adaptations concerning the update of internal forces of result members when changing the integration width subsequently
- Adaptations concerning the graphical display of texts when accessing via remote
Update Report No. 02905
RSTAB 8-17-01 | 31/10/2018
- Extension of the Revit interface concerning the export of an existing reinforcement from CONCRETE Members (for members with rectangles or circular cross-section)
- Optimizations of the Tekla interface - GUIDs are used now. This allows for a more exact identification of elements.
- Upgrade to dongle driver 7.81
- The following direct interfaces are supported in the current customer version:
  AutoCAD 2015 - 2019
  Revit 2016 - 2019
  Tekla Structures 20.1 - 2018i
- Optimizations concerning the direct import of AutoCAD - temporary generated layers are now also imported
- Adaptations in the printout report graphics concerning the display of node numbers in the result diagrams
- Adapatations concerning the material properties of concrete according to ACI 318-14
- Adaptations in the printout report concerning the display of rotated graphics
- Adaptations concerning the graphical display of texts when accessing via remote
Update Report No. 02904
CRANEWAY 8-17-01 | 31/10/2018
- Optimizations concerning the saving behavior of big files
- Adaptations concerning tables in the graphic window of Table 1.6 Imperfections
- Adaptations concerning the internal cross-section checks - especially for combined cross-sections consisting of I + U + rail
Update Report No. 02903
DYNAM Pro - Forced Vibrations 8-17-01 | 31/10/2018
- Consideration of initial conditions and stationary states in the time history analysis
- Implementation of the response spectrum according to ASCE 7-16
Update Report No. 02902
RF-DYNAM Pro - Forced Vibrations 5-17-01 | 31/10/2018
- Consideration of initial conditions and stationary states in the time history analysis
- Implementation of the response spectrum according to ASCE 7-16
Update Report No. 02901
DYNAM Pro - Equivalent Loads 8-17-01 | 31/10/2018
- Implementation of the response spectrum according to ASCE 7-16
Update Report No. 02900
RF-DYNAM Pro - Equivalent Loads 5-17-01 | 31/10/2018
- Implementation of the response spectrum according to ASCE 7-16
Update Report No. 02899
DYNAM Pro - Nonlinear Time History 8-17-01 | 31/10/2018
- Consideration of initial conditions and stationary states in the time history analysis
Update Report No. 02898
RF-DYNAM Pro - Nonlinear Time History 5-17-01 | 31/10/2018
- Consideration of initial conditions and stationary states in the time history analysis
Update Report No. 02897
RF-CONCRETE 5-17-01 | 31/10/2018
- Adaptations concerning the display of the reinforcement direction in quadrangle surfaces
- Optimizations concerning the internal control of material properties
- Optimizations when saving user-defined values in the result panel
- Extension of the options for the member design according to ACI 318-14 - implementation of the deformation relative to shifted member ends or sets of member ends
- Adaptations concerning the deformation analysis of members according to ACI 318-04 when using modified member stiffnesses
- Adaptations in the deformation analysis of members according to CSA A23.3-14 concerning the applied modulus of rupture
- Optimizations concerning the option to increase automatically the longitudinal reinforcement for the serviceability limit state design when designing several members
- When using the option Approach of the designed additional reinforcement for the SLS design, the required additional reinforcement is now also displayed for the existing additional reinforcement in the result tables
- Adaptations concerning the completeness of the results display at FE mesh points
- Improvement of the determination of temperature in the rebars when performing fire resistance design
- Adaptations concerning the concrete cover according to the standard when concreting on prepared building site
- Optimizations when applying the defined basic reinforcement for displaying the position of the existing longitudinal reinforcement
- Adaptations concerning the determination of the required reinforcement of circular cross-sections with defined basic reinforcement in the case of an increase of the required reinforcement for the serviceability limit state design
- Adaptations concerning the required longitudinal reinforcement when automatically increasing SLS designs according to CSA A23.3-14
Update Report No. 02896
TIMBER Pro 8-17-01 | 31/10/2018
- Adaptations in the printout report concerning the documentation of effective lengths when they should only be displayed for certain members
- Adaptations concerning the determination of the design value of the compressive strength for moisture class 2 and 3
Update Report No. 02895
RF-TIMBER Pro 5-17-01 | 31/10/2018
- Adaptations in the printout report concerning the documentation of effective lengths when they should only be displayed for certain members
- Adaptations concerning the determination of the design value of the compressive strength for moisture class 2 and 3