Shear Force and Bending Moment MCQ – Objective Questions with Answers

Shear Force and Bending Moment MCQ – Objective Questions with Answers

Mechanical Engineering › Strength of Materials | Free practice MCQs with detailed explanations

Last Updated: June 2026

📌 About this MCQ Set

Shear force and bending moment diagrams (SFD and BMD) describe how internal shear and moment vary along a beam under load. They are essential for beam design.

These MCQs cover sign conventions, standard load cases, and the relationships between load, shear and moment.

8 questions • every answer comes with a worked explanation. Click Show Answer to check yourself.

📖 New to this topic? Read the full concept guide: Shear Force and Bending Moment

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Shear Force and Bending Moment MCQs

Q1. The shear force at a section equals the algebraic sum of:

  1. All moments on one side
  2. All vertical forces on one side
  3. Axial forces
  4. Reactions only
Show Answer

Answer: B. All vertical forces on one side

SF at a section = algebraic sum of all transverse (vertical) forces on either side of the section.

Q2. The bending moment at a section equals the algebraic sum of:

  1. Vertical forces
  2. Moments of all forces on one side
  3. Axial loads
  4. Shear forces
Show Answer

Answer: B. Moments of all forces on one side

BM = algebraic sum of moments of all forces on one side of the section about that section.

Q3. A point of contraflexure is where the bending moment:

  1. Is maximum
  2. Changes sign (is zero)
  3. Is minimum negative
  4. Equals the shear force
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Answer: B. Changes sign (is zero)

At a point of contraflexure the BM changes sign and is momentarily zero; the beam changes curvature.

Q4. Bending moment is maximum where the shear force:

  1. Is maximum
  2. Is zero or changes sign
  3. Is constant
  4. Equals the load
Show Answer

Answer: B. Is zero or changes sign

Since dM/dx = V, BM is an extremum where shear force is zero or changes sign.

Q5. For a simply supported beam of span L with a central point load W, the maximum bending moment is:

  1. WL/8
  2. WL/4
  3. WL/2
  4. WL
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Answer: B. WL/4

Max BM occurs at mid-span = WL/4.

Q6. For a simply supported beam of span L with UDL w per unit length, the maximum bending moment is:

  1. wL²/4
  2. wL²/8
  3. wL²/2
  4. wL²/12
Show Answer

Answer: B. wL²/8

Max BM at mid-span = wL²/8.

Q7. For a cantilever of length L with a point load W at the free end, the maximum bending moment is:

  1. WL/2
  2. WL
  3. WL/4
  4. zero
Show Answer

Answer: B. WL

Max BM occurs at the fixed end = WL.

Q8. The rate of change of bending moment along a beam equals the:

  1. Load intensity
  2. Shear force
  3. Deflection
  4. Slope
Show Answer

Answer: B. Shear force

dM/dx = V (shear force); and dV/dx = −w (load intensity).

Frequently Asked Questions

What is the relationship between load, shear force and bending moment?

The rate of change of bending moment equals the shear force (dM/dx = V), and the rate of change of shear force equals the negative of load intensity (dV/dx = −w).

What is a point of contraflexure?

A point on a beam where the bending moment changes sign and is zero, marking a change in the direction of curvature.

Where is bending moment maximum?

At the section where the shear force is zero or changes sign.

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