The buckling load P = P, for the column AB in the figure, as Kr approaches infinity, become a π²EI L where a is equal to P flexural rigidity, El DB im torsional spring of stiffness Kr
The buckling load P = P, for the column AB in the figure, as Kr approaches infinity, become a π²EI L where a is equal to P flexural rigidity, El DB im torsional spring of stiffness Kr
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The buckling load P = P, for the column AB in
the figure, as Kr approaches infinity, become a
π²EI
L²
L
where a is equal to
P
flexural rigidity, El
DB
imm
torsional spring of stiffness Kr
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