Step 1: Understanding the Question:
The question asks about the state of the bending moment at a cross-section of a beam where the shear force is zero.
Step 2: Key Formula or Approach:
• In beam theory, there is a fundamental differential relationship between the bending moment ($M$) and the shear force ($V$) along the length of the beam ($x$):
\[ V = \frac{dM}{dx} \]
Step 3: Detailed Explanation:
• According to differential calculus, for any continuous function $M(x)$ to reach a local extremum (either a local maximum or a local minimum), its first derivative with respect to $x$ must equal zero:
\[ \frac{dM}{dx} = 0 \]
• Substituting the relation $V = \frac{dM}{dx}$ into this mathematical condition:
\[ V = 0 \]
• This implies that at any location along the span of the beam where the shear force curve passes through zero, the bending moment diagram will reach a local extremum.
• For most common loading scenarios (like uniformly distributed loads or concentrated loads on simply supported beams), this extremum corresponds to the maximum bending moment in the span.
• Therefore, the bending moment is maximum (or minimum/extremum) at the point of zero shear.
Step 4: Final Answer:
The bending moment at the section where the shear force is zero is maximum.