In a beam, if the shear force at a given section is zero, what does this imply about the bending moment at that section?

Introduction / Context:
Shear force V(x) and bending moment M(x) are linked by calculus. Identifying where V(x) = 0 helps locate extrema of M(x), which is critical for design because maximum moment controls required section modulus.

Given Data / Assumptions:

• V(x) = dM/dx.
• Beam is smooth and loading is well-behaved so derivatives exist.

Concept / Approach:
If V(x) = 0 at a section, then dM/dx = 0 there, meaning M(x) has a stationary value (extremum). In most practical beam problems, this stationary value corresponds to a maximum (occasionally a minimum or point of inflection depending on load distribution).

Step-by-Step Solution:
Start from dM/dx = V.Set V = 0 → dM/dx = 0 → M is extremal at that section.Under common downward loading, the stationary point between supports is typically the maximum positive bending moment.

Verification / Alternative check:
Second derivative test: d²M/dx² = dV/dx = -w(x). For downward w(x) > 0, the stationary point is a local maximum of M.

Why Other Options Are Wrong:

• Zero: requires a specific boundary condition, not implied by V = 0.
• Minimum or average: possible in special cases, but the standard implication in loaded spans is a maximum.

Common Pitfalls:

• Forgetting the sign convention connecting w, V, and M.

Final Answer:
maximum