Accession Number : AD0617483
Title : ULTIMATE CAPACITY OF STEEL COLUMNS LOADED BIAXIALLY,
Corporate Author : ROYAL MILITARY COLL OF CANADA KINGSTON (ONTARIO)
Personal Author(s) : Ellis,J. S. ; Jury,E. J. ; Kirk,D. W.
Report Date : 1964
Pagination or Media Count : 10
Abstract : The problem was to theoretically predict the ultimate capacity of columns loaded biaxially, i.e., columns subjected to an axial load plus terminal bending moments about two principal axes of the cross-section. The material was mild steel and the cross-section was a hollow, square, thin-sided box. The plastic theory with its failure criterion of overlapping shapes was used.
Descriptors : (*BEAMS(STRUCTURAL), LOADS(FORCES)), (*STEEL, BEAMS(STRUCTURAL)), TENSILE PROPERTIES, FAILURE(MECHANICS), CANADA, DEFORMATION, GEOMETRIC FORMS, ELASTIC PROPERTIES, STRESSES, CANADA
Distribution Statement : APPROVED FOR PUBLIC RELEASE