Length of Column given Crippling Load if Both Ends of Column are Fixed evaluator uses Column Length = sqrt((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 Both Ends of Column are Fixed formula is defined as the maximum length of a column that can withstand a crippling load without buckling, considering the column's material properties and end conditions. Column Length is denoted by l symbol.
How to evaluate Length of Column given Crippling Load if Both Ends of Column are Fixed using this online evaluator? To use this online evaluator for Length of Column given Crippling Load if Both Ends of Column are Fixed, enter Modulus of Elasticity of Column (E), Moment of Inertia Column (I) & Column Crippling Load (P) and hit the calculate button.