Length of Column given Crippling Load if One End of Column is Fixed and Other is Hinged evaluator uses Column Length = sqrt((2*pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)) to evaluate the Column Length, Length of Column given Crippling Load if One End of Column is Fixed and Other is Hinged formula is defined as the distance of the column from the fixed end to the point where it will bend or buckle under the crippling load when one end is fixed and the other is hinged, providing a critical value for structural integrity. Column Length is denoted by l symbol.
How to evaluate Length of Column given Crippling Load if One End of Column is Fixed and Other is Hinged using this online evaluator? To use this online evaluator for Length of Column given Crippling Load if One End of Column is Fixed and Other is Hinged, enter Modulus of Elasticity of Column (E), Moment of Inertia Column (I) & Column Crippling Load (P) and hit the calculate button.