Eccentric Load given Deflection at Section of Column with Eccentric Load evaluator uses Eccentric Load on Column = (((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w Fixed End and Deflection Point)^2)*(Modulus of Elasticity of Column*Moment of Inertia) to evaluate the Eccentric Load on Column, Eccentric Load given Deflection at Section of Column with Eccentric Load formula is defined as a measure of the load applied at a distance from the central axis of a column, causing bending and deflection, which is critical in determining the column's stability and structural integrity. Eccentric Load on Column is denoted by P symbol.
How to evaluate Eccentric Load given Deflection at Section of Column with Eccentric Load using this online evaluator? To use this online evaluator for Eccentric Load given Deflection at Section of Column with Eccentric Load, enter Deflection of Column (δc), Deflection of Free End (δ), Eccentricity of Load (eload), Distance b/w Fixed End and Deflection Point (x), Modulus of Elasticity of Column (εcolumn) & Moment of Inertia (I) and hit the calculate button.