Difficulty: Easy
Correct Answer: Bending moment is constant between those points
Explanation:
Introduction / Context:
Beam diagram interpretation hinges on the differential relations: dV/dx = w and dM/dx = V, where w is load intensity, V is shear force, and M is bending moment. Understanding how constancy or variation of one quantity affects the others is essential for quick diagram sketching and checking.
Given Data / Assumptions:
Concept / Approach:
If w = 0, then dV/dx = 0 → V is constant. Next, dM/dx = V: if V is constant but nonzero, M varies linearly; if V = 0 specifically, M is constant. The phrase 'no increase or decrease in shear force' is typically used to denote w = 0, and especially the common case where V = 0, leading to locally constant bending moment. In many textbook statements: 'Where shear is zero, bending moment is maximum or minimum (locally constant slope zero).' For a region with V identically zero, M is constant across that region.
Step-by-Step Solution:
Verification / Alternative check:
In a simply supported beam with a pure couple applied inside the span, the adjacent unloaded region has zero V and thus constant M, matching this conclusion.
Why Other Options Are Wrong:
Common Pitfalls:
Confusing 'constant shear' (nonzero) with 'zero shear'; forgetting that M'(x) = w, so w = 0 makes M linear unless V = 0 makes it flat (constant).
Final Answer:
Bending moment is constant between those points
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