Step 1: Understanding the Question:
When is simple bending theory strictly applicable?
Step 2: Key Condition (Alternate):
Pure bending: no shear force, only constant bending moment. V=dM/dx=0 when M constant.
Step 3: Detailed Explanation:
Theory derived assuming plane sections remain plane, no shear distortion. This holds exactly when V=0. In practice, formula used even with shear, but errors are small for slender beams.
Step 4: Final Answer:
Constant bending moment and zero shear force (pure bending).