Summary
Lately the authors have been engaged in an inquiry with respect to the safety of scaffolding constructions, as used in the erection and the repair of large buildings. A question of detail was presented by the determination of the buckling load of a prismatic girder, elastically supported and elastically clampled in a number of equidistant points. The present paper gives an answer to this problem with the understanding that the endpoints of the girder — though elastically clamped — are fixedly supported.
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Biezeno, C.B., Koch, J.J. On the buckling of a girder, elastically supported and elastically clamped in a number of equidistant points. Appl. Sci. Res. 1, 249–257 (1949). https://doi.org/10.1007/BF02120332
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DOI: https://doi.org/10.1007/BF02120332