Search results with tag "Euler buckling"

DESIGN OF AXIALLY LOADED COLUMNS

σe = Euler buckling stress given by (1a) 2 π2E λ η = a parameter allowing for the effect of lack of straightness and eccentricity of loading. λ = Slenderness ratio given by (λ/r) In the deviation of the above formula, the imperfection factor η was based on (2) r2 y⋅∆ η=

  Buckling, Euler, Euler buckling