Columns and Other Compression Members

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Columns and Other Compression Members
1011120Columns and Other Compression Members
Columns; Common Case The formulas and discussion of this section are based on the following assumptions: (1) The column is nominally straight and is subjected only to nominally concentric and axial end loads, and such crookedness and eccentricity as may occur are accidental and not greater than is consistent with standard methods of fabrication and ordinary conditions of service; (2) the column is homogeneous and of uniform cross section; (3) if the column is made up of several longitudinal elements, these elements are so connected as to act integrally; (4) there a…
Warren C. Young; Richard G. Budynas; Ali M. Sadegh: Roark's Formulas for Stress and Strain, Eighth Edition. Columns and Other Compression Members, Chapter (McGraw-Hill Professional, 2012), AccessEngineering Export