1.

The buckling coefficient for thin flat plate free along one longitudinal edge is given by

A. k = 0.425 + (b/a)
B. k = 0.425 + (b/a)<sup>2</sup>
C. k = 0.425 + (a/b)<sup>2</sup>
D. k = 0.425 – (b/a)<sup>2</sup>
Answer» C. k = 0.425 + (a/b)<sup>2</sup>


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