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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
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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