Critical Slenderness Ratio for Cast Iron Columns evaluator uses Slenderness Ratio = (12000-(Allowable Load/Section Area of Column))/60 to evaluate the Slenderness Ratio, The Critical Slenderness Ratio for Cast Iron Columns formula is defined as the effective length of the column and is the least radius of gyration, the latter defined by where is the area of the cross-section of the column and is the second moment of area of the cross-section. Slenderness Ratio is denoted by λ symbol.
How to evaluate Critical Slenderness Ratio for Cast Iron Columns using this online evaluator? To use this online evaluator for Critical Slenderness Ratio for Cast Iron Columns, enter Allowable Load (Q) & Section Area of Column (A) and hit the calculate button.