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Question

Who proposed the Theorem of Reciprocal Deflection?

The correct answer is

Clerk Maxwell

Reciprocal Deflection Theorem Explained

The question asks about the person who proposed the Theorem of Reciprocal Deflection. This theorem is a fundamental concept in structural analysis, dealing with the relationship between deflections at different points in a structure due to loads applied at those points.

Theorem of Reciprocal Deflection

The Theorem of Reciprocal Deflection states that in a linearly elastic structure, the deflection at a point A due to a unit load applied at a point B is equal to the deflection at point B due to a unit load applied at point A. This principle holds true for both forces and moments.

In simpler terms, if you apply a load at one spot on a beam or frame and measure how much another spot deflects, that deflection will be the same if you swap the load and the measurement point.

Proposer of the Theorem

The Theorem of Reciprocal Deflection was proposed by James Clerk Maxwell. Maxwell, a renowned physicist, made significant contributions to various fields, including structural mechanics with this theorem.

  • Castigliano: Known for Castigliano's theorems, which deal with displacements and slopes in structures based on strain energy.
  • Bernoulli: Associated with the Bernoulli principle in fluid dynamics and the Bernoulli beam theory in structural mechanics (relating curvature to bending moment).
  • Pascal: Famous for Pascal's law regarding pressure in fluids.
  • Clerk Maxwell: Proposed the Theorem of Reciprocal Deflection.

Therefore, based on the origins of this important principle in structural analysis, the correct proposer is Clerk Maxwell.

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Important Questions from Methods of Structural Analysis

  1. A surface structure has:-

  2. A single bay single storey portal frame has a hinged left support and fixed right support. It is loaded with a uniformly distributed load of w/m length on the beam. Which one of the following statements is true with regard to the deformation of the frame? Assume all the members have equal length.

  3. In the structural analysis, the unit load method used is:

  4. Which method can be used to analyse the two or three dimensional members?

  5. The ratio of stiffness of a member meeting at a structural joint to the sum of the stiffness of all members meeting at that joint is known as:

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