Step 1: Recall settlement characteristics of flexible footing.
When a rigid footing is loaded, the settlement is uniform since the load distribution is rigid.
However, for a flexible footing, the settlement can vary along the width due to variations in subgrade stiffness.
Step 2: Effect of soil stiffness.
The elastic settlement depends on the modulus of subgrade reaction (soil stiffness).
If the stiffness varies along the width of the footing, the settlement will also be nonuniform even under uniform loading.
Step 3: Eliminate incorrect options.
- (A) Variation of friction angle along the width: Not a primary factor for elastic settlement under uniform load. ✘
- (C) Variation of friction angle with depth: This affects bearing capacity, not directly the nonuniform settlement pattern. ✘
- (D) Variation of stiffness with depth: Influences total magnitude of settlement, but not the nonuniform distribution along the width. ✘
Hence, the correct cause is (B).
\[
\boxed{\text{Nonuniform elastic settlement occurs due to variation of soil stiffness along the width of the footing.}}
\]
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).