1.

A column is carrying an axial load W and an eccentric load P. If A is its cross-sectional area, ex and ey are the eccentricities and Pxx and Zyy the section modulli, the equivalent axial load is obtained from the formula,

A. [A].
B. [B].
C. [C].
D. [D].
E. [E].
Answer» B. [B].


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