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(b) For an eccentrically loaded column, the mid-span transverse deflection can be given by, 8= e sec 0.5 LV(PIED), where symbols carry their usual
(b) For an eccentrically loaded column, the mid-span transverse deflection can be given by, 8= e sec 0.5 LV(PIED), where symbols carry their usual meanings. Using the above equation, (i) explain how the buckling load can be determine (ii) derive the expression of maximum compressive stress in the column.
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Elements Of Chemical Reaction Engineering
Authors: H. Fogler
6th Edition
013548622X, 978-0135486221
