ROBOT Millennium v. 19.0 Maintenance Pack 5

Protection:

• Unblocking the possibility to update protection via the Internet

Structure edition:

• Acceleration of deletion of FE meshes.
• OpenGL - improvement of memory management while working in two windows.
• OpenGL - automatic change of settings after switching to GDI.

Calculations and results:

•   Orthotropic slabs – making calculations independent from the length of the (orthotropy) direction vector.
• Correction of combination calculations for bars on the unilateral elastic ground.

Steel member design:

• General:
   removal of the fatal error on previewing a table of element verification;
   removal of the error of changing a case list when changing a language;
   supplementation of the ”!” symbol for optimization of a group with a tapered section.
• PN:
   correction of reading a compressive force in the detailed web analysis.
• CSA:
   correction of calculation of a section class for T-sections.
• EC3:2005
   correction of the result for complex bars (in the case of correct results for individual chords).  

Verification of steel connections:

• Supplementation of calculations of a welded truss according to EC3 with the weld capacity check.
• Consideration of the foundation weight in the column base calculations (according to PN).
• Removal of the error of a result change when selecting a simplified note CM66(NF).
• Consideration of more than one bolt row in calculations of “b2b”-EC3.

RC Design:

• Slab required reinforcement:
  • correction of errors noted in the algorithm of slab reinforcement calculations, acceleration of calculations;
  • ”rounding up/down” to the minimum reinforcement for calculations without bending moments.
• Beam reinforcement:
  • optimization of the calculation time for a list of RC beams;
  • correction of drawings of beam reinforcement for the BAEL code;
  • consideration of a load case acting outside the span.
• Column reinforcement:
  • correction of the minimal reinforcement in particular situations of calculations according to PN;
  • correction of capacity calculations for calculations of PN expert.
• Spread footing reinforcement:
  • consideration of the min. reinforcement conditions: BAEL A.4.2 and DTU 13.12-2,56;
  • correction of calculations of the critical circumference for punching.