E. F. Masur, A. Cukurs
Abstract
It is generally assumed that truss is equally safe against buckling in and out of its plane if its members have same slenderness ratio in both directions; it is shown that argument may be inapplicable to customary rigid jointed type of structure.
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It is generally assumed that truss is equally safe against buckling in and out of its plane if its members have same slenderness ratio in both directions; it is shown that argument may be inapplicable to customary rigid jointed type of structure.
Key concepts: Buckling, Structural engineering, Plane (geometry), Geometry, Engineering, Mathematics