ULTIMATE CAPACITY OF STEEL COLUMNS LOADED BIAXIALLY,
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.
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1964
- Accession Number
- AD0617483
Entities
People
- D. W. Kirk
- E. J. Jury
- J. S. Ellis
Organizations
- Royal Military College of Canada