Modulus of Elasticity of Column given Crippling Stress evaluator uses Modulus of Elasticity of Column = (Crippling Stress*Effective Length of Column^2)/(pi^2*Least Radius of Gyration of Column^2) to evaluate the Modulus of Elasticity of Column, Modulus of Elasticity of Column given Crippling Stress formula is defined as a measure of the ability of a column to resist deformation under axial compressive load, providing a critical value of stress at which the column will buckle or cripple, which is essential in designing stable column structures. Modulus of Elasticity of Column is denoted by εc symbol.
How to evaluate Modulus of Elasticity of Column given Crippling Stress using this online evaluator? To use this online evaluator for Modulus of Elasticity of Column given Crippling Stress, enter Crippling Stress (σcrippling), Effective Length of Column (Le) & Least Radius of Gyration of Column (r) and hit the calculate button.