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<b>PEM HQ Building</b>  - France

PEM HQ Building - France

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Reinforcement of a RC slab (reinforcing bars)

AutoCAD Structural Detailing Reinforcement
Reinforcement of a RC slab (reinforcing bars)

 

ROBOT Millennium v. 19.0 Maintenance Pack 2

Changes Implemented in Maintenance Pack 2 – 2006.01.06 to the Robot Millennium Program

SO Windows 64-bits:

  • Correction of the execution error on opening the Inspector dialog box;
  • Corrected lack of an icon on the Robot application bar and blue icons in toolbars;
  • Enabled selection of fonts when working in the OpenGL mode;

Import/export:

  • Considerable acceleration of the structure import from the RCAD-Steel program.
  • No possibility to open IFC format files when working using Dutch, Spanish, Romanian, Russian, Ukrainian and Chinese languages;
  • Incorrect interpretation of UCS during import of DXF files;
  • No possibility to apply “linear releases” when working in the Dutch language version;

Structure edition:

  • Expansion of the ASD American section database;
  • Enabled mesh generation on volumetric objects defined by means of outer walls;
  • Corrected work of edit fields in the Inspector dialog box;
  • A new French “library structure” – 3D frame;
  • Expansion of the PN load database with variable, live loads;
  • Correction of the model error that occurs for bars positioned on edges with linear releases.

Graphic interface:

  • Removal of errors of the OpenGL mode:
    • quick movement of the displayed image in large zoom,
    • loss of the image while using some graphic cards.

Steel member design:

  • EC3
    supplementation of a detailed note with information about classes and slenderness values of the web and the flange;
  • PN-90/B-03200:
    • correction of a section class for solid members with a round section defined in the program;
    • correction of manual calculations (By*Mymax)
  • ASD
    correction of the error in calculating the pipe capacity;
  • CAN-CSA 2001
    correction of the error of using coefficients from the formula 13.9(b)
  • NS 3472:2000:
    correction of definition of the buckling length for intermediate stiffeners

Verification of steel connections:

  • Supplementation of a calculation note with a connection number;
  • Supplementation of a calculation note for the geometrical verification of the truss chord node (CM66) with detailed information;
  • Correction of work of Connection Inspector (including the properties dialog box);
  • Correction of definition of PN connections: beam-beam, fixed column base;
  • Correction of the error in identifying bars in the “Y” pipe connection.

RC Design:

  • Beams on the elastic ground:
    enabled reinforcement of continuous footings (continuous footings under walls):
  • Slab required reinforcement:
    • enabled calculations for the Norwegian code (NS 3473:2003);
    • correction of work of ”the same top and bottom reinforcement” mode;
  • Beam reinforcement:
    modification of the bent bar option (PN);
    correction of the reinforcement calculations for the Norwegian code (NS 3473:2003);
  • Spread footings:
    • correction of data import for 2 columns;
    • correction of the soil stress calculations for the BAEL code;
    • increase of the maximal size of a spread footing to 20 meters.