Structures·MCQ explained

Which of the following is NOT a method for estimating deflections in beams?

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

Correct answer: C. Mohr's circle method

Asked in SSC JE 15/11/2022 (Shift I)

Detailed Explanation

Beam deflection methods all work with the bending moment (or its derivatives) along the beam. Mohr's circle is a stress-transformation tool for a single point in a stressed body.

Why “Mohr's circle method” Is Correct

Mohr's circle gives principal stresses, maximum shear stress and stresses on any inclined plane. It is not used to compute deflections. Do not confuse it with Mohr's theorems (the moment-area method), which are a deflection method.

MethodUsed forBasis
Double integrationSlope and deflectionIntegrate EI y'' = M twice; constants from boundary conditions
Macaulay's (singularity function) methodSlope and deflection with discontinuous loadsOne BM equation with brackets ⟨x − a⟩
Moment-area (Mohr's theorems)Slope and deflectionArea and moment of area of the M/EI diagram
Conjugate beamSlope and deflectionM/EI diagram applied as load on a conjugate beam
Strain energy / Castigliano / unit loadDeflection at a pointEnergy principles
Mohr's circleStresses on inclined planes — not deflectionGraphical stress transformation
Moment distribution / three-moment equationSupport moments in indeterminate beams — not deflectionStiffness and carry-over / compatibility

Why the Other Options Are Wrong

  • A. Integration of the bending moment equation: Double integration of EI y'' = M is the basic deflection method.
  • B. Integration of the shear force and load equations: EI y'''' = w and EI y''' = V can be integrated four or three times to find deflection.
  • D. Moment area method: The moment area method (Mohr's theorems) is a standard deflection method.

Key Point

Mohr's circle → stresses; Mohr's theorems (moment area) → deflection.

Key Concepts for Students

  • Other deflection methods: Macaulay, conjugate beam, strain energy, Castigliano, unit load.
  • Mohr's circle radius = maximum in-plane shear stress.
  • Moment area method is handy for cantilevers and symmetric beams.

Practice more: this is question 10 in Slope and Deflection MCQs – Part 1. Try the whole set and check every answer instantly.