Design for Bending, Torsion and Buckling by Carl F. Zorowski [Paperback] NEU
21,00 €
The results are compared to stress values calculated using the simple beam model formula. This gives rise to several simple formulae in which the wall thickness is constant. Chapter 1 of Design for Buckling solves the problem of the lateral bending of a slender fixed-free column subjected to an axial compressive load applied with eccentricity to the centroid of its cross section.
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