Deflection at Section of Column with Eccentric Load evaluator uses Deflection of Column = (Deflection of Free End+Eccentricity 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)))) to evaluate the Deflection of Column, Deflection at Section of Column with Eccentric Load formula is defined as a measure of the lateral displacement of a column under an eccentric load, which affects the column's stability and structural integrity, and is critical in designing columns to withstand external loads. Deflection of Column is denoted by δc symbol.
How to evaluate Deflection at Section of Column with Eccentric Load using this online evaluator? To use this online evaluator for Deflection at Section of Column with Eccentric Load, enter Deflection of Free End (δ), Eccentricity of Column (e), Distance b/w Fixed End and Deflection Point (x), Eccentric Load on Column (P), Modulus of Elasticity of Column (εcolumn) & Moment of Inertia (I) and hit the calculate button.