List-I | List-II | ||
A. | Bending moment is constant | 1. | Point of contra-flexure |
B. | Bending moment is maximum or minimum | 2. | Shear force changes sign |
C. | Bending moment is zero | 3. | Slope of shear force diagram is zero over the portion of the beam |
D. | Loading is constant | 4. | Shear force is zero over the portion of the beam. |
A) A\[\to \]4, B\[\to \]1, C\[\to \]2, D\[\to \]3
B) A\[\to \]1, B\[\to \]4, C\[\to \]2, D\[\to \]3
C) A\[\to \]3, B\[\to \]1, C\[\to \]2, D\[\to \]4
D) A\[\to \]3, B\[\to \]1, C\[\to \]4, D\[\to \]2
Correct Answer: C
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