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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]. | |