Eccentricity given Deflection at Section of Column with Eccentric load evaluator uses Eccentricity = Deflection of Free End/(sec(Column Length*sqrt(Eccentric load on column/(Modulus of elasticity of column*Moment of Inertia)))-1) to evaluate the Eccentricity, 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 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 Free End (acrippling), Column Length (L), Eccentric load on column (P), Modulus of elasticity of column (εcolumn) & Moment of Inertia (I) and hit the calculate button.