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home: software: pcaColumn v4.10: input/output



input/output
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 strengthModulus of elasticityMaximum allowable compressive strengthRectangular stress block depth factorUltimate compressive strainYield strengthModulus 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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