Accession Number:

AD0617483

Title:

ULTIMATE CAPACITY OF STEEL COLUMNS LOADED BIAXIALLY,

Descriptive Note:

Corporate Author:

ROYAL MILITARY COLL OF CANADA KINGSTON (ONTARIO)

Personal Author(s):

Report Date:

1964-01-01

Pagination or Media Count:

10.0

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.

Subject Categories:

Distribution Statement:

APPROVED FOR PUBLIC RELEASE