ROBOT Millennium v. 19.0 Maintenance Pack 4

Dutch language version:

• Correction of texts.

• Results of the time history analysis made available for planar elements.
• Correction of results for combinations containing seismic cases (for which quadratic combinations are used).

• General:
  • correction of buckling lengths calculated automatically, for models with unilateral releases (making them independent of the calculations without and with the use of DSC elements)
• BS 5950:2000:
  • correction of verification of bending of 4-th class T-sections.
• CNR-UNI 10011:
  • correction of verification of pipes.

• Making it possible to create calculation notes for a self-weight load case (in welded connections).

• Slab required reinforcement:
  • correction of calculations of stiffness and deflections in the case the deflection correction is switched on,
  • enabled calculation of one-way reinforced slabs for SLS .
• Beam reinforcement:
  • enabled calculation of deflections for combinations imported from a model
  • correction of a cracking diagram for manual combinations (PN-84/B-03264)
  • adding a flag that enables control of only positive deflections,
  • correction of increasing cantilever reinforcement due to positive deflections,
  • considering the beam weight in the table for simplified beam definition,
  • correction of the length of “bent bars” reinforcement (barres bateaux) according to BAEL,
  • enabled loading of beams from old CBS versions.
• Column reinforcement:
  • correction as regards considering unintended eccentricities for EC2,
  • supplementing of calculation notes for EC2, PN and ACI calculations.
  • correction of minimum reinforcement value for EC2, PN
    (if the 0,15 Nsd/fyd condition interferes for initial load records).
• Fire resistance calculations:
  • improvement of efficiency and memory management for the fire resistance calculator.