1.

Two steel columns P (length L and yield strength fy = 250 MPa) and Q (length 2L and yield strength fy = 500 MPa) have the same cross-sections and end-conditions. The ratio of buckling load of column P to that of column Q is

A. 0.5
B. 1.0
C. 2.0
D. 4.0
Answer» E.


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