0 votes 0 votes The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to $0.5$ $1.0$ $2.0$ $4.0$ Solid Mechanics gate2012-ce solid-mechanics structural-engineering buckling-load + – Milicevic3306 asked Mar 25, 2018 • recategorized Nov 18, 2020 by soujanyareddy13 Milicevic3306 11.9k points answer See all 0 reply