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a value Pcrwill causebuckling of the column
F / A = σ ... the stresscausesbuckling the column
i.e. failing floor trussescausecolumn buckling
the perimeter columnscausingcolumn " buckling
orderto preventcolumn buckling
a slender steel shape for the column which is intended for use as a beam , which resulted in the requirement for intermediate lateral supportto preventbuckling of the column
a loss of one story of lateral support is far from sufficientto causecolumn buckling
= nπ.sup.2 EA/(L / R).sup.2 P.sub.cr = critical loadto causebuckling of the column
a value p crwill causebuckling of the column
the critical load necessaryto causebuckling of a column
higher torque transmission , i.e. the shear and tension forces in lobe 242 and lugs 244 and 254 balance out the compression forces in lobe 252to preventcolumn buckling
neededto preventcolumn buckling
total collapse(passive) caused bytotal collapse
in free fall ... then that simply would n't have been the casewould have resultedin free fall ... then that simply would n't have been the case
a stable structure to become unstablewill causea stable structure to become unstable
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to work to quite comfortable sleep systemdesignedto work to quite comfortable sleep system
a drastic reduction in the apparent compressive strength of the materialcan causea drastic reduction in the apparent compressive strength of the material
progressive ' collapse(passive) caused byprogressive ' collapse
in a spiral configuration in the wellresultingin a spiral configuration in the well
a 100 - 24 " diameter 1 " Wall thick pipe as a chordare designinga 100 - 24 " diameter 1 " Wall thick pipe as a chord
dynamic effect(passive) caused bydynamic effect
and manufactured in Polanddesignedand manufactured in Poland