Eccentricity given Deflection at Section of Column with Eccentric load evaluator uses Eccentricity of Column = (Deflection of Column/(1-cos(Distance b/w Fixed End and Deflection Point*sqrt(Eccentric Load on Column/(Modulus of Elasticity of Column*Moment of Inertia)))))-Deflection of Free End to evaluate the Eccentricity of Column, Eccentricity given Deflection at Section of Column with Eccentric load formula is defined as a measure of how much the column is deviating from its vertical axis due to the eccentric load, which affects the structural integrity and stability of the column. Eccentricity of Column is denoted by e symbol.
How to evaluate Eccentricity given Deflection at Section of Column with Eccentric load using this online evaluator? To use this online evaluator for Eccentricity given Deflection at Section of Column with Eccentric load, enter Deflection of Column (δc), Distance b/w Fixed End and Deflection Point (x), Eccentric Load on Column (P), Modulus of Elasticity of Column (εcolumn), Moment of Inertia (I) & Deflection of Free End (δ) and hit the calculate button.