Rankine's formula: Difference between revisions
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(Based on Glossary of Bridge Terminology; Chapter LXXX of J.A.L. Waddell's Bridge Engineering (New York: Wiley, 1916)) |
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Revision as of 03:10, 23 April 2009
One of the most widely known formulae for the design and investigation of columns employed in engineering practice:
<tex> p=\frac{s}{1+a(\frac{l}{r})^2} </tex>
where
<tex>p</tex> = allowable unit stress for the column
<tex>s</tex> = allowable unit stress for short columns
<tex>a</tex> = a constant
<tex>l</tex> = length
<tex>r</tex> = radius of gyration in reference to an axis normal to a plane in which flexure takes place