Cross-Sectional Area given Elastic Critical Buckling Load evaluator uses Column Cross-Sectional Area = (Buckling Load*(Effective Length of Column/Radius of Gyration of Column)^2)/(pi^2*Modulus of Elasticity) to evaluate the Column Cross-Sectional Area, The Cross-Sectional Area given Elastic Critical Buckling Load is defined as the area of a two-dimensional shape obtained when a Column is sliced perpendicular to its length axis at a point. Column Cross-Sectional Area is denoted by A symbol.
How to evaluate Cross-Sectional Area given Elastic Critical Buckling Load using this online evaluator? To use this online evaluator for Cross-Sectional Area given Elastic Critical Buckling Load, enter Buckling Load (PBuckling Load), Effective Length of Column (L), Radius of Gyration of Column (rgyration ) & Modulus of Elasticity (E) and hit the calculate button.