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A hinged-hinged column of length *L* and thickness *t* is subjected to an axial load *p* at the end. The lateral central deflection is plotted against the load parameter, , in Figure (2.15). The column buckles as expected at a load parameter value .

**Figure 2.9:** Linear and Nonlinear Buckling of a Hinged-Hinged Column |

*A. Zeiny*

*2000-09-06*