effective length - the original length multiplied by K, columns - long slender members subjected to axial compressive loads, critical load - max axial load that a column can support when on the verge of buckling, pin-pin - connection when K = 0, slenderness ratio - L/r, critical stress - this must be less than yield stress, radius of gyration - √(I/A), least - what moment of inertia must be used in Buckling,

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