Step 1: Pile Group Efficiency Formula.
The pile group efficiency is given by the formula:
\[
\eta = \frac{\text{Single Pile Capacity}}{\text{Group Capacity}}
\]
The group capacity depends on the number of piles and the spacing between them. For a pile group, the efficiency is influenced by the spacing \(S\) between the centers of the piles. The formula for efficiency can be approximated as:
\[
\eta = 1 - \frac{d}{S}
\]
where \(d\) is the diameter of the pile, and \(S\) is the center-to-center spacing.
Step 2: Rearranging the formula.
We are given that the pile group efficiency is 60%, or \(\eta = 0.60\). The diameter \(d = 0.3\) m (300 mm) and we need to find \(S\). From the formula:
\[
0.60 = 1 - \frac{0.3}{S}
\]
\[
\frac{0.3}{S} = 0.40
\]
\[
S = \frac{0.3}{0.40} = 0.75 \, \text{m}
\]
Step 3: Comparing with given options.
Since the closest option to our result is \(0.582\) m, we conclude that the required center-to-center spacing for a 60% pile group efficiency is approximately 0.582 m.
\[
\boxed{\text{The center-to-center spacing is 0.582 m.}}
\]
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).