CSiCOL Analysis and Design
Latest release: CSiCOL 8.4.0

Capacity Calculations

  • Full capacity interaction surface generation
  • P-M curves for any given bending direction
  • M-M curves for any given load level
  • Neutral axis orientation and Stress-strain diagram for any given load condition
  • A full capacity interaction surface is generated for the cross-section using appropriate material models

Elastic Stress Calculation and Display

  • Elastic stresses for shear force
  • Elastic stresses for axial load and biaxial bending moments
  • Elastic stresses for torsion
  • 2D & 3D Cracked Stress Contours for Reinforced Sections
  • 2D & 3D Cracked Stress Contours for Composite Sections

Generating Moment Curvature Curve

  • Generate Moment-Curvature curve for a given axial load and moment direction for specified failure criteria

Automatic Design of Sections

  • The program can automatically find the most suitable column section and reinforcement for a given set of loads.
  • The Auto Design options can be used to control the way the way design solution is found and in the order in which the dimensions and reinforcement are changed. 
  • User can also specify the minimum and maximum values of various parameters and the increment to be used. The Auto design can also include the evaluation of slenderness effects.

Stress-Strain for Given Loads

  • The strains and stresses in concrete and reinforcement can be computed for a give set of loads, including the direction and location of the neutral axis.
  • This is determined through moment-curvature solution.
  • This solution is not based on assumed failure criterion, but rather determined from equilibrium of external forces and internal stress resultants.