Step 1: Understanding the Question:
The question asks for the conditions under which the theory of simple bending (or pure bending) is strictly applicable.
Step 2: Detailed Explanation:
The
theory of simple bending, which leads to the flexure formula $\frac{M}{I} = \frac{\sigma}{y} = \frac{E}{R}$, is derived based on a set of assumptions. One of the most important is that the beam is subjected to
pure bending.
Pure bending is a loading condition where a beam is subjected to a constant bending moment and, consequently, zero shear force.
The relationship between bending moment ($M$) and shear force ($V$) is $V = dM/dx$.
If the bending moment $M$ is constant, then its derivative with respect to $x$ must be zero.
\[ \frac{dM}{dx} = 0 \implies V = 0 \]
This condition (constant bending moment and zero shear force) ensures that the stresses in the beam are purely normal stresses due to bending, without any complicating shear stresses that would warp the cross-section. While the bending equation is often applied to cases where shear force is present, its theoretical derivation is based on the case of pure bending.
Step 3: Final Answer:
The theory of simple bending equation is strictly applicable for a condition of constant bending moment and zero shear force.