ROBOT Millennium v. 19.0 Maintenance Pack 3

General

• Enabled opening of projects created using previous editions of the same version (previous Service Pack) without changing the arrangement of layouts
• Keeping definitions of structure axes when opening files in the “repair“ mode.

• Correction of wrong calculations in the PDELTA analysis for frames when the GAMMA angle occurs.
• Correction of an unjustified change of the support condition for a bar adjoining to the edge of a slab with a defined linear support, for the 2D PLATE structure.
• Correction of the error of changing the results for calculations when the load table is opened. 
• Correction of the error in the case of a large number of imposed loads defined at one node.
• Registration (in the robwin.log file) of complete information about the instability of calculations once the user gives up displaying the warning window (after pressing the keys 'Cancel' or 'Esc').

• Blocking of the unjustified change of the mesh generation parameters after opening the dialog box with properties for a selected object.

• Removal of texts that appear above the window for the composed printout.
• Improvement in functioning of the composed printout for the “Connections” template.

• Disappearance of sections during the steel design.
• New code EC3:2005:
  • correction of a value of the x_LTmod coefficient in the verification formulas of lateral buckling,
  • signaling of the 2/3 class only when it appears at the point with the highest ratio.

• EC 3 Connections – truss node:
  correction of the error of not performing calculations and the impossibility to create a connection.
• Analysis of the connection stiffness - enabling calculations.
• PN connections – beam to column:
  enabled definition of a fixed connection if a release is defined for a beam.
• Correction of the error of the COM interface in the case of defining connections in RASS (steel connections module) (from external programs).
• Calculation notes:
  • correction of the error of missing drawings in a calculation note for a group of connections,
  • generation of calculation notes in the ”printout language” (instead of the ”working language”).

•  Calculations according to the ACI code:
  • removal of blocking of the member required calculations,
  • correction of too great value of the eccentricity increased for slender columns.
• Slab required reinforcement:
  • saving results in the RT_ file once design of the slab reinforcement is activated ,
  • correction of the minimum reinforcement value for particular cases of slabs,
  • enabled calculations of deflections for code combinations with one SLS case,
  • correction of calculation of deflections for slabs with a cantilever.
• Beam reinforcement:
  • correction of numbers of nodes and bars in the dialog box for selection of load combinations,
  • PN: correction of a value of an inclined crack and information in a calculation note,
  • PN: correction of the length of member anchorage (especially, if members are supported by the masonry wall).
• Spread footings:
  • SNiP – correction of bar arrangement for trapezoidal column bases.
• Calculation notes:
  • correction of fonts in Croatian calculation notes.