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.
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