Abstract
This is a report of an experimental study for the lateral buckling of a narrow rectangular cantilever beam with an end load. These experiments were carried out systimatically in a wide range of the beam dimension. As test pieces, thin plates of mild steel and aluminum were used and they vary in the heights of cross sections and the spans of beam. From the results obtained, we have been able to decide the range of beam dimension applicable to the theoritical formula of the buckling load, and also to establish experimental formulae for such range as does not conform to the old formula.
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