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Lecture 07 by cjtom09 is a document available to read on EtoBox.

Maximum axial load a column can support when on the verge of buckling is called the critical load, Pcr. A column will buckle about the principal axis of the cross section having the least moment of inertia (the weakest axis) when fully loaded, the average compressive stress in the column is Pcr 1887. 1000 320. N / mm2 cr a 5890 Since this stress exceeds the yield stress, P 250 P 1472.

Author
cjtom09
Language
EN