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From the record of applied load, P, against deflection, ?, a Southwell plot of ? against ?/P can be drawn. The gradient of the Southwell plot yields the buckling load of the particular strut. The dimensions of each strut are given and therefore the experimental critical stresses can be obtained by division of the buckling load by the cross-sectional area. When taking data from the plot in Appendix A, it is only necessary to take values around the region where buckling occurs (These are highlighted red on the plot).
Ideally the experimental buckling stresses obtained should be closely linked to two theoretical methods for obtaining the same stresses...
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