Effective Length of Column given Crippling Stress evaluator uses Effective Length of Column = sqrt((pi^2*Modulus of Elasticity of Column*Least Radius of Gyration of Column^2)/Crippling Stress) to evaluate the Effective Length of Column, Effective Length of Column given Crippling Stress formula is defined as a measure of the reduced length of a column that takes into account the crippling stress, which is the maximum stress a column can withstand without buckling, and is used to determine the load-carrying capacity of a column in various structural systems. Effective Length of Column is denoted by Le symbol.
How to evaluate Effective Length of Column given Crippling Stress using this online evaluator? To use this online evaluator for Effective Length of Column given Crippling Stress, enter Modulus of Elasticity of Column (εc), Least Radius of Gyration of Column (r) & Crippling Stress (σcrippling) and hit the calculate button.