Column Slenderness Ratio for Critical Buckling Load evaluator uses Column Slenderness Ratio = sqrt((Cross Section Area of Column*pi^2*Elastic Modulus)/Critical Buckling Load for Drill String) to evaluate the Column Slenderness Ratio, The Column Slenderness Ratio for Critical Buckling Load is defined as the ratio of length l to the radius of gyration. Column Slenderness Ratio is denoted by Lcrratio symbol.
How to evaluate Column Slenderness Ratio for Critical Buckling Load using this online evaluator? To use this online evaluator for Column Slenderness Ratio for Critical Buckling Load, enter Cross Section Area of Column (A), Elastic Modulus (E) & Critical Buckling Load for Drill String (Pcr) and hit the calculate button.