1.

The maximum stress intensity at the base of square column of area ‘A’ and side ‘b’ subjected to load W’ at an eccentricity ‘e’ equals to

A. \(\frac{W}{A}\left( {1 + \frac{{2e}}{b}} \right)\)
B. \(\frac{W}{A}\left( {1 - \frac{{4e}}{b}} \right)\)
C. \(\frac{W}{A}\left( {1 + \frac{{6e}}{b}} \right)\)
D. \(\frac{W}{A}\left( {1 + \frac{{8e}}{b}} \right)\)
Answer» D. \(\frac{W}{A}\left( {1 + \frac{{8e}}{b}} \right)\)


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