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User Interfaces
  • Graphical User Interface
  • Command Prompt (batch mode)

    Input File Formats
  • pcaColumn Binary Input (COL) File
  • pcaColumn Text Input (CTI) File

    Material properties

    Concrete/Steel:
  • Compressive strength
  • Modulus of elasticity
  • Maximum allowable compressive strength
  • Rectangular stress block depth factor
  • Ultimate compressive strain
  • Yield strength
  • Modulus of elasticity
  • ASTM A615, ASTM A615M, CSA, G 30.18, prEN 10080, or user defined

    Section Geometry

    • Rectangular, circular, or irregular shapes
    • Equally-spaced bars - rectangular or circular layout
    • Rectangular layout with equal number of bars on each side
    • Rectangular layout with a different number of bars on each side
    • Irregular pattern
    • Tied, spiral, or other (strength reduction factors may be modified)

    Design Parameters

    • Clear cover to bars or ties
    • Bar spacing
    • Minimum and maximum reinforcement ratios
    • Design-to-required ratio
    • Column height
    • Sway or nonsway column
    • Section and material properties of framing members to compute effective length factors
    • Option to input effective length factors
    • Cracked-section coefficients for beams and columns

    Loads

    • Factored loads and moments
    • Service loads and moments
    • Load combination factors
    • Range of axial loads - moment capacities are computed
    • Control points - key capacity points are computedG30.18, prEN 10080, or user-defined

    Output

    • Graphical printout of the column interaction diagram or contour plot, along with a scaled cross-section of the column and its reinforcement and other relevant information
    • For uniaxial runs, pcaColumn displays the P-M interaction diagram of the section
    • For biaxial runs, pcaColumn computes the 3D failure surface of the column section; you can display the P-M interaction diagram at any Mx-My ratio or the Mx-My contour plot at any axial load value
    • Input loads are shown relative to the displayed diagram or contour
    • While viewing a diagram or contour, you can get the axial load, bending moment, and corresponding eccentricity values of any point by simply moving the cursor over that point
    • Superimpose diagrams or contours of different columns for comparison
    • Text output file that can be viewed and printed, including: echo of input data, slenderness calculations and moment magnification factors (if any), input loads, and capacities with corresponding neutral axis locations, maximum steel strains, strength reduction factors and safety factors



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