Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 3 (Q.No. 27)
27.
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is
Discussion:
5 comments Page 1 of 1.
Md Shahanshah said:
3 years ago
Amazing, Thanks all for the explanation.
B.Singh said:
3 years ago
Both end Fixed = L.eff = L/2,
Both end Hinged = L.eff = L,
Crippling Load = (π^2EI)/(L. eff)^2.
Putting values of L. eff in above formula.
The Answer is 4.
Both end Hinged = L.eff = L,
Crippling Load = (π^2EI)/(L. eff)^2.
Putting values of L. eff in above formula.
The Answer is 4.
Dipunku said:
5 years ago
Answer will be 2.
Sonu said:
8 years ago
Both end fixed/both end hinged= 4π"2EI/L"2/ (π"2EI/L"2) =4.
(1)
Sheela said:
8 years ago
How is it? need Explanation.
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