For the steel column with both ends fixed against rotation having a tubular cross- section, determine the allowable load
P_(all )
against buckling.
E=200GPa
and
\sigma _(Y)=250MPa
.

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For the steel column with both ends fixed against rotation having a tubular cross- section, determine the allowable load P_(all ) against buckling. E=200GPa and  sigma _(Y)=250MPa.  solutionspile.com

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