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The equivalent length of a column as per Euler's theory whose one end is fixed and the other end is hinged is given by

AL

BL/2

C2L

DL/√2

Answer:

D. L/√2

Read Explanation:

End conditions

LeL_e

Buckling load

Both ends Hinged

Le=LL_e=L

Pb=π2EIL2P_b=\frac{\pi^2EI}{L^2}

Both ends Fixed

Le=L2L_e=\frac L2

Pb=4π2EIL2P_b=\frac{4\pi^2EI}{L^2}

One end fixed and other end is free

Le=2LL_e=2L

Pb=π2EI4L2P_b=\frac{\pi^2EI}{4L^2}

One end fixed and other end is hinged

Le=L2L_e=\frac {L}{\sqrt2}

Pb=2π2EIL2P_b=\frac{2\pi^2EI}{L^2}


Related Questions:

Column A has both its ends fixed, and column B has one end fixed and the other end free. The ratio of the buckling load of column A to that of column B is:

Match List-I (End conditions of columns) with List-ll (Equivalent length in terms of hinged-hinged column) and select the correct answer using the codes given below the lists

List I

List II

a

Both ends Hinged

1

Le=LL_e=L

d

One end fixed and other end is free

2

Le=L2L_e=\frac {L}{\sqrt2}

c

One end fixed and other end is hinged

3

Le=L2L_e=\frac L2

d

Both ends Fixed

4

Le=2LL_e=2L

In the Euler's crippling load, the column which has both ends fixed is _______________times of the column which has both ends hinged.
Rankine theory is applicable to the ______
Which is the CORRECT reason for the 5%-10% of error in Euler's crippling load, when estimated theoretically?