Structures·MCQ explained

Euler's crippling load for a column of length L with one end fixed and the other hinged is:

Try it first: pick an option, then read the explanation.

Correct answer: D. 2π²EI/L²

Asked in UP Jal Nigam JE 2013; SSC JE 2008

Detailed Explanation

Substitute the fixed–hinged effective length into Euler's formula.

\[ P = \frac{\pi^2EI}{(L/\sqrt2)^2} = \frac{2\pi^2EI}{L^2} \]

Why “2π²EI/L²” Is Correct

The crippling load is 2π²EI/L².

End conditionsEffective length le (Euler)Crippling load P = π²EI/le²Relative to hinged–hinged
Both ends hinged (pinned)Lπ²EI/L²1
One end fixed, other free2Lπ²EI/4L²1/4
One end fixed, other hingedL/√2 ≈ 0.707L2π²EI/L²2
Both ends fixedL/24π²EI/L²4

Longest effective length → smallest buckling load (fixed–free); shortest effective length → largest load (fixed–fixed).

Why the Other Options Are Wrong

  • A. π²EI/L²: π²EI/L² is hinged–hinged.
  • B. 4π²EI/L²: 4π²EI/L² is fixed–fixed.
  • C. π²EI/(4L²): π²EI/4L² is fixed–free.

Key Point

Fixed–hinged: P = 2π²EI/L² (twice the pin-ended value).

Key Concepts for Students

  • Exact value 20.19EI/L² ≈ 2π²EI/L².
  • Order of loads: 1/4 : 1 : 2 : 4.
  • Effective length L/√2.

Practice more: this is question 19 in Columns and Struts MCQs – Part 2. Try the whole set and check every answer instantly.