MEMBER DESIGN MODULES

The steel member design modules allows for the rapid checking and optimizing of steel sections. Some of these modules can be used as post-processors for the frame analysis programs and others use independent analysis and design procedures.

Two modules, Strut and Com, are used for checking and optimizing sections under axial or combined axial and bending stresses using elastic design principles:

  • Strut (Steel Member Design for Axial Stress): Automatically reads the output from the last Plane Frame Analysis, Space Frame Analysis or Space Truss Analysis. Only axial forces are considered to allow fast checks and designs on trusses, bracing and other pinned members. The user has full control over design parameters and positioning of lateral supports. (sample)
  • Com (Steel Member Design for Combined Stress): Automatically reads the output from the last Plane Frame Analysis, Grillage Analysis, Space Frame Analysis or Single Span Beam Analysis. The combined effects of axial forces and bi-axial bending moments are considered to allow detailed checks and designs on frames and beam-column elements. The user has full control over design parameters and positioning of lateral supports.

Self-contained design modules include:

  • PlasDes: Linear elasto-plastic analysis of plane framed structures with or without internal pins. Own weight, temperature effects, different load cases and load combinations at ultimate and serviceability limit states can be modelled. This module is also linked to the database of standard steel sections for easy entering of section properties.(sample)

Continuous error checking is done during the input phase and helpful hints displayed to solve possible problems. Output is in graphical or tabular format. The load factor at which the collapse mechanism forms as well as deflections, reactions and element forces just before collapse are calculated. The program can also optimise the required section moduli and select suitable sections from the database. Input data files are interchangeable with program the Plane Frame Analysis modules, PF.

  • CrBeam : Analysis and design of multi-span crane gantry girders with one or two moving cranes. Multiple combinations of capping beams and main beams, including standard sections from database, plate girders and box girders can be specified. Output is in graphical or tabular format. Bending moment, shear force and deflection envelopes are calculated for all possible combinations of vertical and horizontal loading. General and dynamic design parameters can be edited. The program can also optimise the required sections select suitable sections from the database. Detailed drawings can be created in DXF format. (sample)
  • PG : Analysis and design of plate girders. Beam segments with constant or varying sections properties can be specified. (sample)

Output is in graphical or tabular format. General design parameters and lateral support position can be edited. Detailed drawings can be created in DXF format.

 

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