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AUTOMATED DESIGN OF STEEL BUILDINGS

AUTOMATED MEMBER DESIGN

The AMECO automated design process is produced by many design decision routines, which were developed from years of experience in engineering design and construction practice. Thus the engineer can produce economical and practical design solutions with nominal criteria input. At any time the engineer can easily modify these decision routines to suit his own requirements.

Critical load combinations are formed for dead and live loads, vehicle loads, wind and seismic forces, including second order effects, construction simulation and out-of-plumb effects. A typical member is redesigned 50 to 100 times. Any change in member sizes restarts structural analysis.

Detailed material takeoff and construction costs are computed for all members, based on AMECO current (or engineer input) unit prices for structural steel, studs, fireproofing, concrete, reinforcing steel and formwork.

Ameco designs the following types of members:

  • Beams with rigid, semi-rigid or hinged connections
  • Composite beams: full or partial action, hollow or solid construction, shored or unshored
  • Trusses, with rigid, semi-rigid or hinged member end connections
  • Columns with rigid, semi-rigid or hinged connections
  • Steel joists
  • Bracing in vertical and horizontal planes
  • Shear Walls with pilasters


Performs fully automated least-cost member design:

  • Determines critical sections for each member for capacity and stress checking
  • Computes effective length factors K for all members subject to compression, for sway and no sway conditions
  • Takes into account second order effects in all member design
  • Determines unbraced length for top and bottom compression flanges of beams; column flanges; top and bottom chords of trusses
  • Checks and designs beams, steel joists and trusses for specified deflections
  • Selects doubler plates at beam/column rigid joints if shear is exceeded
  • Computes shear studs for composite beams
  • Designs beams for specified vibration criteria
  • Decrements yield stress for thick plate profiles
  • Provides utilization ratio feature that allows the user to over-or-under design a group of members by a desired ratio
  • Designs shear walls for horizontal and vertical loads and moments. Selects reinforcing bars for shear, flexure and axial load
  • Prestored tables of steel shapes include: American and Canadian standard rolled shapes and hollow structural shapes, pipes and welded wide flange shapes.