Critical Loads on Variable-Section Columns in the Elastic Range

1 December 1951

journal article
design data-and-methods
Published by ASME International in Journal of Applied Mechanics

Vol. 18 (4) , 414-420
https://doi.org/10.1115/1.4010358

Abstract

This paper concerns the calculation of that loading (single or compound) on a variable-section column which causes elastic instability failure. The columns have the following end conditions: One end fixed with the opposite end free, both ends pinned, both ends fixed, one end fixed with the opposite end pinned.

Keywords

SECTION COLUMNS
VARIABLE SECTION
ELASTIC RANGE
LOADING
PAPER CONCERNS
OPPOSITE END
END PINNED
CRITICAL LOADS

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