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Which is the CORRECT reason for the 5%-10% of error in Euler's crippling load, when estimated theoretically?

AEffect of direct stress is neglected

BPresence of friction in pin joints

CThe assumptions made are not met in real life conditions

DMaterial does not behave as an ideal elastically

Answer:

C. The assumptions made are not met in real life conditions

Read Explanation:

The 5%-10% error in Euler's crippling load is due to the fact that the assumptions made in the theory are not met in real-life conditions. The formula for Euler's crippling load is Pcr=π2EILe2P_{cr} = \frac{\pi^ 2 EI}{L_e ^ 2} where E is the modulus of elasticity, I is the area moment of inertia, and Le is the length of the column.

Related Questions:

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

The equivalent length of a column of length L having one end fixed at the other end hinged is
If the diameter of a long column is reduced by 20%, the percentage of reduction in Euler buckling load is
____________is defined as the maximum axial load that a column can carry and still remain straight.
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